Citation
Hydrologic studies in the Snapper Creek Canal area, Dade County, Florida ( FGS: Report of investigations 24, pt.2 )

Material Information

Title:
Hydrologic studies in the Snapper Creek Canal area, Dade County, Florida ( FGS: Report of investigations 24, pt.2 )
Series Title:
( FGS: Report of investigations 24, pt.2 )
Creator:
Sherwood, C. B
Leach, Stanley D. ( joint author )
Bureau of Geology (U. S.)
Florida -- Bureau of Geology
Place of Publication:
Tallahassee Fla
Publisher:
Florida Geological Survey
Publication Date:
Language:
English
Physical Description:
vi, 32 p. : ill., maps ; 23 cm.

Subjects

Subjects / Keywords:
Groundwater -- Florida -- Miami-Dade County ( lcsh )
Miami metropolitan area ( local )
City of Miami ( local )
Canals ( jstor )
Snapper ( jstor )
Creeks ( jstor )
Genre:
non-fiction ( marcgt )

Notes

Bibliography:
Bibliography: p. 31-32.
Statement of Responsibility:
by C. B. Sherwood and S. D. Leach ; prepared by the United States Geological Survey in cooperation with the Central and Southern Florida Flood Control District.

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Source Institution:
University of Florida
Rights Management:
The author dedicated the work to the public domain by waiving all of his or her rights to the work worldwide under copyright law and all related or neighboring legal rights he or she had in the work, to the extent allowable by law.
Resource Identifier:
022573940 ( aleph )
05835552 ( oclc )
AES1382 ( notis )
a 62009861 ( lccn )

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Full Text
FLORIDA STATE BOARD OF
CONSERVATION
FARRIS BRYANT Governor
TOM ADAMS RICHARD ERVIN
Secretary of State Attorney General
J. EDWIN LARSON RAY E. GREEN
Treasurer Comptroller
THOMAS D. BAILEY DOYLE CONNER
Superintendent of Public Instruction Commissioner of Agriculture
W. RANDOLPH HODGES Director
ii




LETTER OF TRANSMITTAL
5forida geological Survey
Callabassee
December 15, 1961
Honorable Farris Bryant, Chairman Florida State Board of Conservation Tallahassee, Florida
Dear Governor Bryant:
I am pleased to forward the second of three papers to be published as Report of Investigations No. 24, Part II, entitled "Hydrologic Studies in the Snapper Creek Canal Area, Dade County, Florida."
These studies are contributing greatly to the basic data which leads to a more complete understanding of the hydrology of the area.
Respectfully yours, Robert O. Vernon,Director
iii




Completed manuscript received
September 15, 1961
Published by the Florida Geological Survey
E. O. Painter Printing Company
DeLand, Florida
iv




CONTENTS
A bstract ...--------- --------- ...... 1
Introduction 1
Purpose and scope ...-- 3 Acknowledgment 3---- --- -- ----- 3
Previous investigations .. .. . .. .................... 4
Area of investigation ... ...------------------ ---------------------- 4
Clim ate ... .. ... .. . . .. ... .. .. ... ...... 4
Topography and drainage 4....................----------- ---- 4
Geology 7.. ------------------------------------------------- 7
M ethod of investigation ----------------------------10
Collection of data 10 Analysis of data -_ 14
Changes in storage and flow 14 Aquifer coefficients ___23 Ground-water movement and canal flow .......................27
Sum m ary .....0......... .... ... . .. ...... ... --- 30
References ......- ..... ... . --- -------------------- 31
ILLUSTRATIONS
Figure Page
1 The Greater Miami area showing selected hydrologic features,
drainage-area boundaries, and the area investigated ._. .. ........ 2
2 The Greater Miami area showing the configuration of the natural
drainageways and the coastal ridge ... --------------.. 5
3 The Snapper Creek Canal area showing the location of wells and
geologic sections ___6
4 Geologic section along line A-A' ..--------------------------------------- 8
5 Geologic section along line B-B' .--------------- 9
6 Geologic section along line C-C' ....... .. 10
7 Hydrographs of selected wells and canal stations, discharge at the
control structure, and rainfall in the Snapper Creek area during
part of 1959 12
8 Hydrographs of ground-water levels and canal stage at selected
stations and discharge at the control structure, June 24-July 2, 1959 13
9 Hydrographs of ground-water levels and canal stages and discharge
at selected stations July 17-26, 1959 -15
10 Hydrographs of canal stage and discharge at selected stations July
21 and 24, 1959 16
11 Idealized sketch showing progressive changes of slope, directions of
flow, and storage in a tidal canal --18
V




ILLUSTRATIONS (Continued)
Figure Page
12 The flow regime and water-level profiles in Snapper Creek Canal at
selected times on July 21 and 24, 1959 ..____ ----20
13 Contour map showing water levels in the Snapper Creek area July
21,1959 -.---21
14 Contour map showing water levels in the Snapper Creek area July
24, 1959 ._23
15 Contour map showing water levels in the Southwest and Alexander
Orr well fields on April 22, 1958, and May 12, 1960, respectively ... 25
16 Diagram showing water-level profiles along Palmetto Road and Galloway Road on July 21, 1959 _- -_- -..- _-26
17 Contour map showing water levels in the Snapper Creek area and
flow at selected points in the canal on March 21, 1951 .. ....... ------------28
18 Contour map showing water levels in the Snapper Creek area on
June 12, 1951 ---...-- .-------- ..- ... ... .. ......------------------ 29
vi




HYDROLOGIC STUDIES IN THE SNAPPER
CREEK CANAL AREA,
DADE COUNTY, FLORIDA
By
C. B. SHERWOOD and S. D. LEACH
ABSTRACT
The Snapper Creek Canal drains the southernmost part of the Greater Miami area and a part of the lower Everglades in Dade County, Florida. The canal and a control structure near Biscayne Bay are part of a water-control system designed to provide maximum drainage during flood periods and to maintain water levels high enough to retard salt-water encroachment during dry periods.
The area is underlain by highly permeable limestone and sand of the Biscayne aquifer. Because of the high permeability, there is excellent hydraulic interconnection between the canal and the aquifer, and inflow to or losses from the canal occur rapidly in response to changes in canal levels. When the control structure is closed, canal levels along the lower reach are generally higher than ground-water levels and appreciable losses from the canal occur by underflow toward the bay. Except under very low water conditions, these losses are balanced by ground-water inflow from the western part of the coastal ridge. When extreme drought conditions prevail, it is estimated that about 50 cfs (cubic feet per second) will be needed in the canal to balance the losses that will occur if a water level of 2.75 feet above msl (mean sea level) is maintained in the canal at the control structure. During prolonged droughts a large part of the water withdrawn by the nearby city of Miami well fields will be derived from infiltration from the canal. This loss could amount to more than twice as much as the natural losses from the system.
INTRODUCTION
The development of the Greater Miami area has required the construction of an extensive system of water-control facilities to reduce flooding and to prevent further sea-water encroachment into the aquifer. The continued rapid growth of the population in the area has indicated an urgent need for a comprehensive plan
1




2 FLORIDA GEOLOGICAL SURVEY
to extend the existing water-control system to include a large lowland area of anticipated urbanization west of the city, hereafter referred to as Area B. Figure 1 shows Area B and the existing major water-control facilities in the Miami area. Major development in Area B is not now practicable because of perennially high ground-water levels and frequent flooding. However, any major water-control plan for the area must be designed not only to prevent flooding within the area but also to maintain the existing carefully
HOLLYWOOD
BROWARD COUNY c..
DADE COUNTY
AREA B ..AREA A
O
i ~EXPLANATION /
m
CONTROL STRUCTURE
REPORT AREA
. ,SCALE IN MILES AREA B o I 2 3 4 5 6
Figure 1. The Greater Miami area showing selected hydrologic features, drainage area boundaries, and the area investigated.




REPORT OF INVESTIGATIONS NO. 24 3
controlled ground-water conditions in the Miami area and to provide for maximum future water use.
The hydrologic study of the Snapper Creek Canal area is one of a series of canal area studies undertaken by the U. S. Geological Survey, in cooperation with the Central and Southern Florida Flood Control District, for the purpose of furnishing hydrologic data that will be useful in formulating an overall water-control plan.
The investigation was made in 1959-60 under the general supervision of P. E. LaMoreaux, chief, Ground Water Branch, and E. L. Hendricks, chief, Surface Water Branch, U. S. Geological Survey. It was under the immediate supervision of Howard Klein, geologist in charge, Ground Water Branch, and J. H. Hartwell, engineer in charge, Surface Water Branch, Miami, Florida.
PURPOSE AND SCOPE
The main purpose of the series of investigations of the hydrology of the canal systems in eastern Dade County is to determine the following:
(1) The discharge rates at selected points in the drainage
canals.
(2) The discharge from ground-water storage to the canal
systems.
(3) The effect of water control in Area B on salt-water
encroachment in coastal areas.
The specific purpose of this study was to obtain a detailed description of the hydrologic environment in the Snapper Creek Canal area and to provide quantitative definition for the following hydrologic factors:
1. Coefficients of transmissibility and storage of the aquifer.
2. Relation between ground-water movement and canal flow
in different reaches of the canal.
3. The quantity of water needed to maintain a given head
in the canal for the control of salt-water encroachment.
The feasibility of this type methodology for studies of other canal areas in Dade County may be determined by a review of the problems experienced in this study.
ACKNOWLEDGMENT
Appreciation is expressed for the wholehearted cooperation of the personnel of the Dade County Public Works Department during this study.




4 FLORIDA GEOLOGICAL SURVEY
PREVIOUS INVESTIGATIONS
A brief paper by Parker (1951) discusses the geologic and hydrologic factors in the perennial yield of the Biscayne aquifer in southeastern Florida and a later report by Parker and others (1955) presents a comprehensive account of the geology and water resources of southeastern Florida. Schroeder and others (1958) summarize the hydrology and geology of the Biscayne aquifer and evaluate the perennial yield of the aquifer from data obtained since 1950. Stallman (1956) gives the results of electrical analog studies of the hydrology of intercanal areas of Dade County.
AREA OF INVESTIGATION
The investigation was made in an area about 4 miles wide along the reach of the Snapper Creek Canal, which extends about 10 miles inland from Biscayne Bay to the approximate boundary between the coastal ridge and the lower Everglades (fig. 1). This 40 square mile area is the southernmost part of the highly urbanized Greater Miami area.
CLIMATE
The climate in the Miami area is subtropical. Rainfall averages approximately 60 inches per year, about 75 percent of which occurs during June through October; this 5-month period includes both the normal rainy season and the hurricane season. The average annual temperature is approximately 750F.
TOPOGRAPHY AND DRAINAGE
The generally flat topography of the Snapper Creek area is broken by several natural drainageways or transverse glades that cut through the coastal ridge and by isolated limestone ridges upon the coastal ridge. The configuration of the coastal ridge and the natural drainageways is shown in figure 2. Throughout most of its extent the Snapper Creek Canal follows a natural drainageway, and in recent years its channel was widened and deepened.
The altitude of the land surface ranges from 5 to 7 feet above msl in the eastern edge of the Everglades and along the transverse glades, and from 9 to 21 feet above msl on the coastal ridge.
Drainage from the area is through the Snapper Creek Canal, which flows generally eastward to Biscayne Bay. Canal flow is maintained chiefly by ground-water inflow, but during periods of




REPORT OF INVESTIGATIONS NO. 24 5
Q:
EXPLANATION
COASTAL RIDGE
SCALE IN MILES GLADE LINE
Figure 2. The Greater Miami area showing the configuration of the natural
drainageways and the coastal ridge.
heavy rainfall the canal receives considerable runoff directly from the natural drainage channels and from the eastern part of the Everglades.
As shown in figure 1, the Snapper Creek Canal connects with the Tamiami Canal and several secondary drainage canals in Area B; thus, it not only acts as the primary drainage channel for the southernmost part of Greater Miami, but also carries a large part of the drainage from Area B. The Snapper Creek Canal intercepts a secondary drainage canal, Ludlum Drain, at a point about 2 miles inland from Biscayne Bay (fig. 3). Ludlum Drain follows the southern part of a natural drainageway that extends northward toward the Coral Gables Canal.
The flow in the Snapper Creek Canal is regulated by the operation of a control structure (submerged sluice gate) about 11/4 miles upstream from Biscayne Bay. This control is regulated so that water can be discharged to Biscayne Bay to reduce flooding in low




,or 'e ALEXANDER ORR
'4g es ye4olo WELL F I
0841e ft I g i 6|I WELL INlD '1 01 l
|jStegle AS
see, 2 os o
sa ag N il 0 oolf so ses e J O STve T
orn
*. ... ."as'oo
66AI. SUPPLY WdLL
.eI8----B'O 'FO
't o. """al ITIO MITHEL ,
Figure 3. The Snapper Creek Canal area showing the location of wells and geo logic sections.




REPORT OF INVESTIGATIONS No. 24 7
areas during periods of heavy rainfall. Before the rainy season ground-water levels in the aquifer are lowered in order to provide additional ground-water storage and thus lower flood peaks. The maximum discharge recorded, since the canal was recently improved, was 2,010 cfs at the control after the hurricane of September 9-10, 1960. During dry periods the control is closed to maintain water levels high enough to retard salt-water encroachment into the aquifer and to prevent direct movement of salt water up the canal channel.
GEOLOGY
The Snapper Creek Canal area is underlain by the Biscayne aquifer, composed of highly permeable limestone, sandstone, and sand. Within the area the aquifer ranges in thickness from about 85 feet in the western part, to about 120 feet at the coast. Farther west, along the western edge of Area B, the aquifer is about 50 feet thick. The surface materials of the area are permeable limestone and sand, but the natural drainageways are bottomed by several feet of marl or silt of relatively low permeability. Figures 4 and 5 show geologic sections of the area from west to east. The locations of the sections and test wells are shown in figure 3.
A section of the materials penetrated by a line of test borings along the canal from Galloway Road to a point 3,000 feet west is shown in figure 6. The section indicates that a large percentage of the shallow materials is composed of sand and marl, which is of considerably lower permeability than the limestone. The section also indicates some nonuniformity in the shallow materials. The unconsolidated shallow materials persist chiefly within the natural canal drainageway.
The Biscayne aquifer is the source of water for the Southwest and Alexander Orr well fields of the city of Miami (fig. 3). Supply wells in these fields tap highly permeable limestones in the lower part of the aquifer. Pumping facilities in the Southwest well field presently can withdraw 40 mgd (million gallons per day), but additions now being made will increase the total capacity to about 80 mgd. The Alexander Orr well field is designed to withdraw about 50 mgd. Both well fields probably receive recharge from the Snapper Creek Canal during periods of low groundwater levels.




0o
A A!
ww 2
20 -g 6 ico 80 10 10
*10 **10
0- ~ MS/.0
*20 -2 EXPLANATION
-50 -30 V
og
-40 LIMESTONE -40 50 SANDSTONE OR SANDY LIMESTONE IEM
-60 SAND -6o
-70 MARL -7Q
'U
-80 SHELLS C'4
S-90 -90
1%
' -100 SALE IN MILES -100 Figure 4. Geologic section along line A-A'.
Figure 4. Geologic section along line A-A'.




B w.- E
20 Jqt Win fl
so i 10 Pic
0
-10
- -20
-30
q- 4 EXPLANATION
-50,
4 .m
-60 LIMESTONE
CC
-70 SANDSTONE OR SANDY LIMESTONE
* 0 SAND
-90 MARL
-90S
-100 SHELLS
-110
-120 SCALE IN MILES
F I I
Figure 5. Geologic section along line B-B'.




10 FLORIDA GEOLOGICAL SURVEY
w E
1
_j
-5
-I5
EXPLANATION
FILL
-2c -2 MUCK
zz5 LIMESTONE -25 SAND
MARL SCALF R ErT SHELLS
Figure 6. Geologic section along line C-C'.
METHOD OF INVESTIGATION
Hydrologic tests in the Snapper Creek Canal area were made by observing the effects of varying the amount of canal discharge through the control structure. The control was opened and closed at different times during June and July 1959 to cause abrupt changes in area-wide surface-water and ground-water conditions. Observations were made of the changes in water levels and flow that resulted from changes in canal discharge at the control structure. Data collected during previous investigations and the continuing observational program were integrated with the test data.
COLLECTION OF DATA
The continuous observation program in the area includes 37 observation wells, 7 wells equipped with recording gages, and recording stations in the canal at Miller Drive and at the control structure (fig. 3). The installation at the control structure includes a recording deflection meter from which a continuous record of the canal flow can be obtained. Records from these installations provide data throughout the drainage area. In addition, 23 shallow




REPORT OF INVESTIGATIONS No. 24 11
observation wells were drilled for the purpose of obtaining waterlevel measurements, and water-level recording gages were installed on six privately owned wells and in the canal at Ludlum Drain and half a mile east of Galloway Road. All observation points were referred to mean sea level datum by spirit level. The locations of all measurement sites are shown in figure 3. Figure 7 shows hydrographs of water levels at selected wells and canal stations, discharge at the control structure, and rainfall at the U. S. Plant Introduction Station during part of 1959. The Plant Introduction Station is about 11/2 miles south of the control structure (fig. 3).
The amount that the control gates could be manipulated during the period of the tests was greatly influenced by the high-water stages during May through July 1959 that resulted from extremely heavy rainfall (fig. 7). The control structure remained partly or wholly open throughout most of the spring and early summer to reduce flooding in low areas. It was necessary, therefore, that any closing of the control gates be for only short periods during the tests. Under existing conditions the control normally would remain open, in order to lower ground-water levels in preparation for the rains of September and October.
During the period June 24-30 the methods and facilities were tested to determine the magnitude of the fluctuations of stage and discharge to be expected, and the general adequacy of the observational network. Figure 8 shows the fluctuation of the water surface at different points along the canal and in selected wells near the canal during the period June 24-July 2. Also shown is discharge at the control structure during the period. The changes in discharge at two additional stations on the canal during the tide cycle and at the time of closing and opening the control are given in the following tabulation:
Red Road Palmetto Road
Time Discharge (cfs) Time Discharge (cfs) June 25
8:20 a.m. 1,000 8:35 a.m. 891 10:30 a.m. 806 10:30 a.m. 803 1:00 p.m. 666 1:00 p.m. 771 June 29
11:50 a.m. 828 11:45 a.m. 734 2:10 p.m. 587 2:10 p.m. 666 4:50 p.m. 508 4:50 p.m. 560 June 30
5:20 p.m. 328




12 FLORIDA GEOLOGICAL SURVEY
- E 95
4A. FEj MAR. APR. MAY UM~ JULY: .AU G. SEPT.
7
LLJ -DAILY HIGI
5L EL & 7
z \ ___ EL8

0J jWELG 5
SNAPPER CREEK CANAL AT MILLER DR.
z
Lj -NPE CVEE &THA
4
LL
DAIL MEAN
m
SL F319
u- 5,
E SNAPPER REEK ANAL
C ONTLAT MILLER R.
>' DAILY MEAN
Ci AT CONTROL STRUCTURE
'I Lax I " I I . .I
o
U)
LUS.PLANT INTOUIN STATION
L6.3 5
Z 4 ,
zI
4"
. .
Figure 7. Hydrographs of selected wells and canal stations, discharge at the control structure, and rainfall in the Snapper Creek area during part of 1959.




REPORT OF INVESTIGATIONS NO. 24 13
JUNE 1959 JULY
.4 FF R 97T 9 R ? 2 o an 1
4.5
Wj SNAPPER CREEK CANAL
,ATMILLER DR/VE
LFI LS 1271
._1
-LJ
Cr 2.5
0
LL
,W,L 450 1 A SNAPPERCREEK CANAL
A T CONTROL LLU STRUCTURE
Ix 1.0C
w -J
SNA PPER CREEK CANAL AT CONTROL STRUCTURE
100
0C I i i
(1)
LI
0
100
Figure 8. Hydrographs of ground-water levels and canal stage at selected
stations and discharge at the control structure June 24-July 2, 1959.




14 FLORIDA GEOLOGICAL SURVEY
About 10 hours after closing the gates a partial opening was made to prevent flooding in low areas along the canal. At 7:15 a.m., July 1, the gates were fully opened.
A more intensive test was conducted during the latter part of July. Fluctuations of water levels and canal discharge at selected points during the test period are shown in figure 9, and canal stage and discharge data collected at the times of opening and closing the control are shown on an expanded scale in figure 10.
For several days prior to July 21 the control gates were open and ground water was discharging from storage. The hydrographs in figure 9 indicate that during the period July 17-20 the rate of recession of the water table in areas near the canal was very slow. On July 21 the canal discharge was measured at Red Road, Palmetto Road, and Galloway Road, along with the discharge recorded at the control structure, and water-level measurements were made in the network of observation wells. These measurements furnish a picture of the canal system when flow and stage are relatively steady.
At 10:30 a.m. on July 21 the control gates were closed, and discharge and stage measurements were continued until 6:30 p.m. The effect on the system is shown in the hydrographs (fig. 9, 10) by the rise of water levels in the area and the sharp reduction of discharge at different points in the canal. After 71/ hours (6:00 p.m.) the gates were adjusted in an effort to hold a high constant head at the dam for as long a period as possible and at the same time to prevent flooding along the banks of the lower reaches of the canal.
On the morning of July 24, stage and discharge measurements were made immediately before the control gates were opened and were continued for 5 hours after the gates were opened.
ANALYSIS OF DATA
CHANGES IN STORAGE AND FLOW
An important part of the investigation of the Snapper Creek Canal area flow system is the relation between the stage and discharge of the canal and the change in ground-water storage in the aquifer. Fluctuations of stage and discharge within the flow system depend chiefly upon (1) the quantity of rainfall recharging the system, (2) the quantity of inflow from the Everglades by canals and by underflow, and (3) operation of the control.




REPORT OF INVESTIGATIONS No. 24 15 J U Y 1959 17 19 I 9 9 9 IVE LS 9lO
IELL F
1S1,1
> I. ; I Wx
ii __ ,o_ I!il
w -j
.4 S/4 A
C
SSNAPPER REE CANAL
A'NLRD LE T'
I -EAS ALLOWAY, ROAD
Ctiti
lil
****RED ROAD
--CONTROL STOC TURE
-LN AA
I SNAPPER CREE CANAL
Loc-- - OA
a 11111!ii!;1
1400 SLOWrRA
.-tRE ROADi~ Il
2 Foor ourz
Figure 9. Hydrographs of ground-water levels and canal stage and discharge at selected stations July 17-26; 1959.




16 FLORIDA GEOLOGICAL SURVEY
JULY 21 1959 ULM 24
C SNAPPER CREEK CANAL
AT
-CONTROL STRUCTURE
-RED ROAD
--PALMETTO ROAD ---ALLOWAY ROAD I20 MILLER DRIVE
LUDLUM DRAIN ATCN
SNAPPER CREEK CANAL
7UTFLOW
-Jw
N L
III
Iul
> \
0i
01
Figure 10. Hydrographs of canal stage and discharge at selected stations
July 21 and 24 1959.
I>l -. .
IDl
-- - ------------------Figure 10. Hydrographs of canal stage and discharge at selected stations July 21 and 24, 1959.




REPORT OF INVESTIGATIONS No. 24 17
Figure 7 shows fluctuations of the water levels and rainfall for much of 1959, and includes also a graph of the daily mean discharge of the Snapper Creek Canal at the control structure. Each heavy rainfall caused a corresponding rise of the water table and canal stage, except in the lower reaches of the canal where levels were generally lowered by the opening of the control gates. When the heavy rains of March 18-22 and June 17-21 occurred, the control gates were opened; this caused a rapid decline of canal stage at the dam and a large increase in discharge. These periods can be noted readily in figure 7. The effectiveness of drainage by the canal is shown by the rapid decline of peak ground-water levels after these rains.
The quantity of inflow from the Everglades areas varies with the ground-water gradient toward the coast. During flood periods this gradient is initially slight because of high water levels underlying the coastal ridge, but as coastal ground-water levels decline, large quantities of water enter the canal system and the aquifer from the west. As a result, the control gates must be kept open for long periods.
When the control is open a large part of the system is affected by tides. The magnitude of the effect decreases upstream and depends upon the magnitude of the gate opening and the rate of discharge. Maximum discharge from the canal occurs 1 to 2 hours before low tide, and minimum discharge occurs at high tide. Figure 11, from Parker and others (1955, fig. 127), is an idealized sketch showing progressive changes of slope of the water surface, directions of flow, and storage in a tidal canal. Tidal changes in Snapper Creek during! the test periods were similar to those shown in figure 11 except that the seaward flow in the canal was sufficient to prevent reverse flow at high tide. A comparison of the tidal fluctuations in the canal east of Galloway Road and in wells F451, S1271, and S1432 in figure 9 shows the lag in time and decrease in magnitude of the fluctuations with increased distance from the canal. The tidal fluctuation in the canal was about 1 foot, while in wells F451, 2,900 feet south of the canal, S1432, 1,100 feet north of the canal, and S1271, 600 feet north of the canal, the fluctuation was about 0.0, 0.10, and 0.25 foot, respectively.
The changes caused by opening or closing the control gates during the tests correspond generally with the changes caused by a falling or rising tide, except in rate and magnitude. The extent of the changes within the flow system depends chiefly on the length of time the control gates remain open or closed, and the antecedent hydrologic conditions. The hydrographs in figure 9 indicate that a




ES FLORIDA GEOLOGICAL SURVEY
TDAL
CONTION
IN BAY
-F
t
/ R FW7 RESCIE qS o ,AFTER LON
P AM see L E M E
Figurxe 11. Idealized sketch showing progressive changes of slope, directions
of flow, and storage in a tidal canal (Parker and others, 1955. fir. 127).




REPORT OF INVESTIGATIONS NO. 24 19
period of several days is required for water levels throughout the area to adjust to a given control setting.
The test of July 17-24 presents fairly complete data on fluctuations of water levels and discharge within the flow system. This test was complicated by heavy rainfall that began July 22 and caused a sharp rise in water levels, necessitating a slight opening of the control gates. The control change is indicated by the increase in discharge at the control and the stabilizing of canal stage in the hydrographs (fig. 9). A comparison of the hydrographs suggests that ground water moved away from the canal in the area near wells S1271 and S1432 during the period after the closing of the control. The slight opening of the control on July 22 caused a reversal of this gradient and ground water began to flow toward the canal. The changes in the flow system caused by the closing and opening of the control on July 21 and 24, respectively, are shown in detail by the hydrographs in figure 10, the flow patterns and canal profiles in figure 12, and the water-level contours in figures 13 and 14. Figure 12 shows canal profiles and the flow regime of the canal at selected times before and after the closing and opening of the control. Figures 13 and 14 show water-levl contours under relatively stable conditions before the closing and opening of the control.
As seen in detail on figure 10, the closing of the control gates at high tide on July 21 extended the flow pattern established previously by the rising tide. A comparison of the discharges measured immediately before the closing (fig. 10, 12) shows that water was entering the aquifer from the canal in all reaches east of Galloway Road except the section along Red Road. In the Red Road section, ground water was flowing into the canal because of the steep gradient of the water table in the area west of the canal (fig. 13). The sharp rise in canal level after the closing of the control caused recharge to the aquifer in all coastal reaches. The flattening of the stage and discharge curves about 5 hours after the closing reflects the increase in channel and bank storage and the decrease of seaward gradient in the canal. The computed rates of increase in channel storage 5 hours after the closing of the control, shown in figure 12, indicate that most of the canal discharge was entering the aquifer. At this time more than half the flow passing Galloway Road was entering the aquifer in the Red Road reach of Snapper Creek Canal and Ludlum Drain. In this area the canals run in a north-south direction and the groundwater gradient is steep toward the sea.
The discharges measured in the canal immediately before the




PEPLANATION m EXPLANATION
a longconna cOon
VNS1All Mo NAL1"AR16
F guri 12... ithforgm a w e prFle
at0 Clc tUiFLOW, tm o dW2.199
F.- O NLO W m W INt. u
NOTE NOTE[ o~a ~~f~..so j ,
0101 AM CONTROL OPINI AM, qON fN0L GLOSSO 330PM IN 0 WOLg CLU -ONTROL -OTO
" .... ..... .l u....... _.... ._.....- 1 .: A.
I -C
Figure 12. The flow regime and water-level profiles in Snapper Creek Canal at selected times on July 21 and 24, 1959.




.*lou I Il, loll
,4710
09
,,... *
9 4 6 1 ,O1i1I1
8 900
W nzo fl If T**,
Id _/
OBSRVATION WErLLI ? WA I ,1I RECORDING SAGEI "'sNt IIOVTO
V e NOTE CONTOUR INTERVAL CHANCE AT 1.0 FEET hnnerSTATION
Figure 18. Contour map showing water levels in the Snapper Creek area July 21, 1959.




Aoon
* B - ,,. ,-' atLen.. mv
4110
.s, a no a 412 4
EXPLANATON
WATIR-TAILI CONTOURIN FEET ABOVE MEAN IrA LEVEL ,/ 9
OSSERWWICN WELL
STAFF SAGE
WATEA*LEVEL REO0RDIN GAGE .... P ....... e....., ..-..... -,,. nt ..,ve -W
Figure 14. Contour map showing water levels in the Snapper Creek area July 24, 1959.




REPORT OF INVESTIGATIONS NO. 24 23
full opening of the control on July 24 (9:00 a.m.) were relatively high in spite of the small (50 square feet) opening at the control structure. As seen in figure 9, the mean discharge at the control was only slightly less than the mean discharge shown when the control was completely open. Measurements made before the full opening (fig. 12) show that the discharge at Galloway Road was about the same as that measured at the control. These discharge measurements and the gradients shown by the contours in figure 14 indicate that the inflow to the canal within the coastal ridge area was considerably greater than the losses to the bay. The rate at which the discharge at the control structure reached 1,575 cfs, after the opening of the control gates, suggests that most of this initial flow was from channel storage in Snapper Creek Canal and Ludlum Drain. The much smaller increase in flow at Palmetto Road shows the effect exerted on the system by the inflow from Ludlum Drain.
The sharp reversals in stage and discharge rates about an hour after the opening of the control on July 24 reflect the damming effect of the incoming tide. This tidal action also caused a reversal in the direction of ground-water flow adjacent to the canal in most reaches. The sharp change in slope in the canal profiles at Palmetto Road during periods of high flow (fig. 12) is caused by a constriction in the canal at that point. This change in the crosssectional area of the canal may have affected the accuracy of the discharge measurements at this station.
The changes in the water table shown by the contours in figures 13 and 14 indicate the increase in storage in the aquifer during the period the control structure was closed. The hydrographs for this period indicate that an appreciable part of the increase in storage in inland areas was caused by the rain on July 22; however, in the coastal areas the effects of the rainfall were largely overcome by drainage to the canal. The large changes shown by the contours indicate the effectiveness of the control structure in lowering or raising water levels. The system is especially effective near the coast where Snapper Creek Canal and Ludlum Drain extend in a north-south direction.
AQUIFER COEFFICIENTS
The principal hydraulic properties of an aquifer are its capacity to transmit and store water. These properties may be expressed as the coefficients of transmissibility (T) and storage (S). The coefficient of transmissibility is defined as the amount of water




24 FLORIDA GEOLOGICAL SURVEY
in gpd (gallons per day), at the prevailing temperature, transmitted through a 1-foot strip of saturated thickness of the aquifer under a hydraulic gradient of 1 foot per foot. The coefficient of storage is defined as the unit volume of water released from or taken into storage per unit surface area of aquifer per unit change in the component of head normal to that surface.
When water is pumped from a well in the Biscayne aquifer, the unwatering of the adjacent materials causes the water table to slope toward the well, thus forming a cone of depression. The slope or hydraulic gradient of the cone causes ground water to move from the surrounding areas to the well. The movement of water through the aquifer follows a law developed experimentally by Darcy, which may be modified for use with the tranmissibility coefficient and written as:
Q = TIW
where Q = the average pumpage from a well field, in gpd
T = the transmissibility of the aquifer, in gpd per foot
W = the circumference of a cylinder through the aquifer at a given
radius from the center of pumping, in feet
I = the average slope of the cone of depression around this cylinder, in
feet per foot.
Approximate values for the coefficient of transmissibility of the aquifer were computed from the ground-water gradients caused by pumping in the Alexander Orr and Southwest well fields. Using gradients shown in the contour maps of April 22, 1958, and May 12, 1960 (fig. 15) for the two fields and the corresponding average pumping rate for each well field, the computations indicate a coefficient of transmissibility of 8.6 mgd per foot in the vicinity of the Southwest field and 5.5 mgd per foot in the vicinity of the Orr field.
The coefficient of storage of a water-table aquifer approximates the specific yield, which may be expressed as the ratio of the volume of water that the saturated material will yield by gravity to the volume of the material. A calculation was made of the approximate storage coefficient of the aquifer in the area adjacent to the canal between Palmetto and Galloway roads by measuring the quantity of water required to replenish a section of the aquifer, as shown in the profiles in figure 16, during the 5 hours after the closing of the control gates on July 21. The difference between the discharge measured at Galloway Road and that at Palmetto Road during the period, minus the change in channel storage, indicates that approximately 650,000 cubic feet of water were introduced to the 1-mile




i. EXPLANATION MAY 12 1960 S--4.2- PUMPAGE Ef,0 MGD WATER-TABLE CONTOUR 39 CONTOUR INTERVAL 0.25 OT IN FEET ABOVE MSL
*G846
OBSERVATION WELL AND NUMBER
MUNICIPAL WELL AND NUMBER
STAFF GAGE l RIVIE..
06 .. 11070.
LEXANDE OR / WELL IE o
4 oe!as067 09 e O/ 08799
e. SOUTHWEST 0 WE LL FIELD ,r IA
S~432g 0581
4.4 Gl a04
APRIL 22, 19 58NORT On KENDALL RIVE PUMPAGE 26.6 MGD
ao% as1 ass2 CONTOUR INTERVAL 0.2 FOOT 04 sAEa 000 0 l0 0,,0 I* 000 .A 1 a o7 o o1
Figure 15. Contour map showing water levels in the Southwest and Alexander Orr well fields on April 22, 1958 and May 12, 1960, respectively.




~4.0
Gallowa RodonJly2,499




REPORT OF INVESTIGATIONS NO. 24 27
section of the aquifer from the canal. In addition to this, computations using the transmissibility coefficient obtained for the vicinity of the Alexander Orr well field and ground-water gradients shown in the profiles and the contour map (fig. 13) indicate that about 420,000 cubic feet of ground water flowing toward the canal entered the test area.
The product of the average rise of the water table (between the low and high water profiles in figure 16) and the area within the test site indicates that the volume of material filled during this period was approximately 9,700,000 cubic feet. Thus, the storage coefficient is about 0.11. This coefficient is in the proper order of magnitude for an aquifer under water-table conditions but is lower than the average storage coefficient of 0.20 as determined from pumping tests in the Miami area. The storage coefficient in the vicinity of the canal probably is lower than in most of the Miami area because of the presence of shallow marls throughout most of the transverse glade (fig. 2) along the test section.
GROUND-WATER MOVEMENT AND CANAL FLOW
Of primary importance in the study of the canal area are the accretions to and withdrawals from ground-water storage and the corresponding changes in canal stage and discharge under different hydrologic conditions. Under controlled drainage conditions ground-water flow is toward the canal and canal flow increases toward the bay. Any reduction of canal flow caused by the operation of the control structure raises canal stages and reduces or reverses the ground-water gradients in areas adjacent to the canal.
If a given head is maintained at the control, the contours in figure 14 indicate that the losses from the canal would occur chiefly around the control structure, and eastward from the canal and from Ludlum Drain. The magnitude of these losses is proportional to the gradient between the canal system and the bay, but the thickness of the seaward flow section near the canal system and the bay and around the control structure is greatly reduced by the salt-water wedge extending inland in the lower part of the aquifer. If it is assumed that the base of the fresh-water flow section is near the depth of the 5,000 ppm (parts per million) isochlor (Kohout, 1960), salinity data in the Snapper Creek Canal area indicate that the flow section underlying the edge of the coastal ridge is only about 35 feet thick.
The only complete streamflow and water-level data available for a period of low-water conditions are shown in figures 17 and




28 FLORIDA GEOLOGICAL SURVEY
_ l
EXPLANATKM~
oNefm.nseo lewi
Diection of f" 444 s 1d d0uk..p(cfs)
11F. N ,i,.,
hP.a.d by N.D.Hey
Figure 17. Contour map showing water levels in the Snapper Creek area and
flow at selected points in the canal on March 21, 1951.
18, prepared during 1951 by Nevin D. Hoy of the U. S. Geological Survey. Figure 17 shows the discharge measured at different points in the canal and the water-table contours on March 21, 1951. A sheet-steel dam, in use at that time, was closed during January 1-September 1, 1951, except for a partial opening April 10-13, and only 0.06 inch of rain had occurred in the 30 days that preceded the measurements. These data show the same general pattern of canal discharge and ground-water inflow as that indicated by the high-stage discharge measurements and contour map of July 24, 1959. Most of the water lost from the eastern reaches of the canal came from the aquifer in the western part of the coastal ridge.
It is apparent that under both high and low ground-water conditions the flow in the canal was being maintained by ground-water inflow from the western part of the coastal ridge. This inflow was sufficient to balance losses along the lower reaches of the canal. The point in the flow system where losses by outflow from the canal exceed the quantity of ground-water inflow to the canal moves upstream as water levels in the area decline.
No flow was observed in the canal near Miller Drive at the time of the 1951 measurements. Downstream from Miller Drive the flow increased to 18 cfs at Palmetto Road, then decreased to -zero




REPORT OF INVESTIGATIONS NO. 24 29
__ -- -.1
3 1O
Figure 18. Contour map showing water levels in the Snapper Creek area on June 12, 1951.
at the control structure. Ludlum Drain was not in existence in 1951, but by superimposing this drainageway on the contour map of figure 17 and estimating the change in eastward losses through the area from the ground-water gradients and the transmissibility of the aquifer, the total losses from the flow system east of Palmetto Road under these hypothetical conditions can be calculated. Substituting a coefficient of transmissibility of 5 mgd per foot, the average ground-water gradient in area (fig. 17), and the length of Ludlum Drain in the formula Q = TIW, the eastward loss on March 21, 1951 was computed to be about 15 cfs. On the assumption that the water level in Ludlum Drain would have been equal to that at its junction with Snapper Creek Canal (2.9 feet above msl), it is estimated that eastward losses from Ludlum Drain would have been about 25 cfs, thus the increase in losses due to the presence of Ludlum Drain would have been about 10 cfs and the total loss from the canal system downstream from Palmetto Road would have been about 28 cfs. If the same. canal levels were maintained under prolonged drought conditions, the losses east of Palmetto Road would remain about the same, but additional losses would occur from the western reaches when ground-water levels declined to a level lower than that maintained in the canal.




30 FLORIDA GEOLOGICAL SURVEY
An estimate of maximum losses was made by superimposing the canal levees of March 21, 1951 (2.75 feet above msl at the control structure, 3.71 feet above msl near Miller Road), on the low stage water-table contour map of June 12, 1951 (fig. 18), which shows near record low ground-water levels for controlled conditions. If the canal levels were maintained constant, the losses from the canal system east of Palmetto Road would be about equal to the 28 cfs estimated at the time of the March 21 measurements but the contours in figure 18 indicate that additional losses would have occurred from the canal west of Palmetto Road. On the basis of average ground-water gradients estimated from the assumed canal levels and the low stage water-table contour map, the computed losses from the canal between Palmetto Road and the bend near Miller Road were about 25 cfs. Thus the total losses from the canal system would have been about 53 cfs.
During low-water periods large additional losses from the canal may be caused by pumping in the large municipal well fields. It is possible that more than 50 percent of the water withdrawn from the Orr well field (49 mgd) and the Southwest well field (80 mgd) may be derived from the canal. This loss would increase with any increase in well field pumpage and could be more than twice the magnitude of all other losses from the canal system.
SUMMARY
The Snapper Creek Canal drains the southernmost part of the Greater Miami area and also a large part of the lower Everglades west of the city. Flow in the canal is maintained chiefly by inflow of ground water, but considerable surface runoff is introduced from low areas on the coastal ridge and from the Everglades during periods of heavy rainfall. Canal discharge is regulated by a control structure near Biscayne Bay, in order to provide maximum flood protection during periods of heavy rainfall and to maintain water levels high enough to retard salt-water encroachment during dry periods. The maximum discharge of record, 2,010 cfs, was recorded at the control structure during the hurricane of September 9-10, 1960.
The area is underlain by permeable limestone, sandstone, and sand of the Biscayne aquifer, which extend from the surface to a depth of about 85 feet in the western part of the ridge and to about 120 feet at the coast. Geologic sections show that the deeper subsurface materials are relatively uniform throughout the area. In several places the shallow limestone of the coastal ridge is cut by




REPORT OF INVESTIGATIONS NO. 24 31
natural drainageways which are bottomed by a few feet of marl or silt of relatively low permeability. The coefficient of transmissibility of the aquifer ranged from about 8.6 mgd per foot at the Southwest well field of the city of Miami to about 5.5 mgd per foot at the Alexander Orr well field. The average coefficient of storage of the aquifer as determined by pumping tests in the Miami area was about 0.2. The storage coefficient computed for the Snapper Creek Canal area was about 0.1.
Water-level data indicate that by manipulation of the control structure, ground-water levels can be effectively raised or lowered throughout the drainage area, especially adjacent to the northsouth reach of the canal near the coast. However, during severe floods high-water levels in lower reaches of the system temporarily reduce the effectiveness of the canal in lowering ground-water levels within the ridge area.
Discharge data indicate that when the control gates are open, ground water flows toward the canal and canal flow increases toward the bay. When the control gates are closed canal levels near the coast are generally higher than ground-water levels and appreciable losses from the canal occur. Under all but the lowest ground-water levels, however, these losses are balanced by groundwater inflow in the western part of the coastal ridge.
By using water-level and discharge information collected during 1951 as an index of low-water conditions, it was calculated that about 53 cfs would have to be brought into the system to maintain a 2.75-foot stage at the control structure during severe drought. In addition to this, a large part of the water withdrawn from the Orr and Southwest well fields would probably be derived from the canal. This loss could amount to more than 50 percent of the current capacity of the well fields (129 mgd) and would increase with future enlargement of the fields.
Because of the changes in the canal system since 1951, it is important that further hydrologic data be obtained throughout the Snapper Creek flow system during forthcoming low-water periods. Analysis of these data will provide more accurate determinations of the quantity of water needed to maintain the desired water levels in the Snapper Creek Canal.
REFERENCES
Kohout, F. A.
1960 Cyclic flow of salt water in the Biscayne aquifer of southeastern
Florida: Geophys. Research Jour., v. 65, no. 7, p. 2133-2141.




32 FLORIDA GEOLOGICAL SURVEY
Parker, G. G.
1951 Geologic and hydrologic factors in the perennial yield of the
Biscayne aquifer: Am. Water Works Assoc. Jour, v. 43, p. 817834.
1955 (and others) Water resources of southeastern Florida, with special
reference to geology and ground water of the Miami area: U. S.
Water-Supply Paper 1255.
Schroeder, M. C.
1958 (and others) Biscayne aquifer of Dade and Broward counties,
Florida: Florida Geol. Survey Rept. Inv. 17.
Stallman, R. W.
1956 Preliminary findings on ground-water conditions relative to Area
B flood-control plans, Miami, Florida: U. S. Geol. Survey open
file report release, Tallahassee, Florida.







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'2017-03-09T14:30:33-05:00'
describe
'2925' 'info:fdaE20081126_AAAANWfileF20081127_AABKAY' 'sip-files0004.txt'
969e72b7d9a67525af00d3af1ad94f03
c1916d19f52d17a9b484814a7a840865f8675a41
'2017-03-09T14:31:12-05:00'
describe
'8578' 'info:fdaE20081126_AAAANWfileF20081127_AABKAZ' 'sip-files0004thm.jpg'
ae5a3bfa1e1aa5918cff2f0709d29aab
181905c961182c96a4fa83ff19a6bc01a2c32849
'2017-03-09T14:32:11-05:00'
describe
'59059' 'info:fdaE20081126_AAAANWfileF20081127_AABKBA' 'sip-files0005.jp2'
7700495f05889e491e5607855fae02ad
ce64b76c7b5796cd9aa7c82641c1eaa9443eb956
'2017-03-09T14:30:42-05:00'
describe
'53221' 'info:fdaE20081126_AAAANWfileF20081127_AABKBB' 'sip-files0005.jpg'
bd4a50de13f2722cf95ed3182cc4406b
97318fb433afcdb547e2e8ab75334cc28b105435
'2017-03-09T14:30:21-05:00'
describe
'25236' 'info:fdaE20081126_AAAANWfileF20081127_AABKBC' 'sip-files0005.pdf'
e6821610df62313475ba1a0968099d2e
325e8435ebd17ea261f2d6a903e480aa561551cf
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKBC-norm-0' 'aip-filesF20081127_AABKBC-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
'2017-03-09T14:32:29-05:00'
describe
normalize
'25371' 'info:fdaE20081126_AAAANWfileF20081127_AABKBD' 'sip-files0005.pro'
bf22314f29e237e95c81fa24f10092bf
e4ce965bc1ed98e65d19cd4b9c7bee6824066973
describe
'17247' 'info:fdaE20081126_AAAANWfileF20081127_AABKBE' 'sip-files0005.QC.jpg'
afe8826a0f9c290ffc4c29711e4375da
f68fad6bca5eb23f5b2f75a28a8124d17773612c
'2017-03-09T14:32:01-05:00'
describe
'877616' 'info:fdaE20081126_AAAANWfileF20081127_AABKBF' 'sip-files0005.tif'
da76b137798fc101bb3fbb0b6612bc1a
d2a72c95404885913b90635ad65972acd65a7fd3
'2017-03-09T14:30:55-05:00'
describe
'1177' 'info:fdaE20081126_AAAANWfileF20081127_AABKBG' 'sip-files0005.txt'
e5fd41ee43e5ce7e7a1adb2fb08c56fa
f436db1bc2ec46703265b4f459bef524f278cc56
describe
'4983' 'info:fdaE20081126_AAAANWfileF20081127_AABKBH' 'sip-files0005thm.jpg'
a718792f6faef1ce6cd3e4556dcf5d41
a8deb39bdf5e7feb642a2bc15c9d8d5e2442eec9
'2017-03-09T14:31:01-05:00'
describe
'159272' 'info:fdaE20081126_AAAANWfileF20081127_AABKBI' 'sip-files0006.jp2'
68ba8240e3aede600f153ecb96a3a881
244d2f74d89f568acdb20c4344cc5e06b3112a22
'2017-03-09T14:32:22-05:00'
describe
'139764' 'info:fdaE20081126_AAAANWfileF20081127_AABKBJ' 'sip-files0006.jpg'
b664e015e6f3e851b755472faf946d00
347ccf10ca9dc5b6fdb979433470d6c83ac9b50d
describe
'64960' 'info:fdaE20081126_AAAANWfileF20081127_AABKBK' 'sip-files0006.pdf'
6c9ec73a34227afe5c04b1d361261e95
3864590fab5d9f4c3d958a674a2b595a78d7d142
'2017-03-09T14:31:16-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKBK-norm-0' 'aip-filesF20081127_AABKBK-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:31:18-05:00'
normalize
'51500' 'info:fdaE20081126_AAAANWfileF20081127_AABKBL' 'sip-files0006.pro'
f1d664470fa65f18b67975a72885b550
3db975449eaf829d816d4caeba56fd424151ed5a
describe
'42845' 'info:fdaE20081126_AAAANWfileF20081127_AABKBM' 'sip-files0006.QC.jpg'
c919f4a900a61e672288b8c467bb67ee
5a1e50a38af19cbaebc91a26b4bdc01ead2874d1
describe
'868692' 'info:fdaE20081126_AAAANWfileF20081127_AABKBN' 'sip-files0006.tif'
9e74e4ceace984be3a6a483c9305b05b
1d3e5e476147a4f91ad8f5bc9e3b79b460f9abf2
describe
'2164' 'info:fdaE20081126_AAAANWfileF20081127_AABKBO' 'sip-files0006.txt'
482f1d60b640f7414fe9b91acf1490da
1602228f79c089cd6e39efc5a86386f7a4630d71
describe
'10220' 'info:fdaE20081126_AAAANWfileF20081127_AABKBP' 'sip-files0006thm.jpg'
d10161a1a5b88557b0047ee94b329f68
084299b9e3c08677bd23178c8b8b497a8b1f37e9
'2017-03-09T14:32:04-05:00'
describe
'130353' 'info:fdaE20081126_AAAANWfileF20081127_AABKBQ' 'sip-files0007.jp2'
77f5a2ba5cf072f22b22dc1100c8aa2c
40a844a8c6bceb4fe003a17b4ed0f4bd5dbedd18
'2017-03-09T14:30:50-05:00'
describe
'110511' 'info:fdaE20081126_AAAANWfileF20081127_AABKBR' 'sip-files0007.jpg'
4b8265caae89980042e479927d320082
c42e3673a54e1024e21af84da158101ec06d90ba
describe
'53892' 'info:fdaE20081126_AAAANWfileF20081127_AABKBS' 'sip-files0007.pdf'
9eeab19e5b8963616d70106aa53b1026
6d87c8ddc5081c440c578229895dd4d89253315d
'2017-03-09T14:31:10-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKBS-norm-0' 'aip-filesF20081127_AABKBS-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:31:11-05:00'
normalize
'17729' 'info:fdaE20081126_AAAANWfileF20081127_AABKBT' 'sip-files0007.pro'
8f805dd2ac84e24f337882c65479b5e8
3fb2cd2c9e0db4a6511e5912ab206d8ef80ec3e2
'2017-03-09T14:31:04-05:00'
describe
'37011' 'info:fdaE20081126_AAAANWfileF20081127_AABKBU' 'sip-files0007.QC.jpg'
d367ce92125f860371910bead367acdb
ea8ef9a2305b65794a51572efc8d01dd58f0e041
describe
'923104' 'info:fdaE20081126_AAAANWfileF20081127_AABKBV' 'sip-files0007.tif'
b89b74ca0cc7b838d46af1d1d009209e
af5d839b539bcaf585e1d5f572c0f53821af6bf1
describe
'714' 'info:fdaE20081126_AAAANWfileF20081127_AABKBW' 'sip-files0007.txt'
dbe96603afbad55336211918e1443437
3d83ca581d92299cbdddcce5320294f542dea381
'2017-03-09T14:31:31-05:00'
describe
'10107' 'info:fdaE20081126_AAAANWfileF20081127_AABKBX' 'sip-files0007thm.jpg'
9f971c63a4c0c61258b5980e43dc228d
dd0c1413032968cd14b8450309aef596935e8c07
'2017-03-09T14:31:35-05:00'
describe
'159817' 'info:fdaE20081126_AAAANWfileF20081127_AABKBY' 'sip-files0008.jp2'
8c68dd1fd5d4689ea2d3f3f58465b5c0
6919a45298727d8f6b09efa557455c30384e1edc
describe
'145105' 'info:fdaE20081126_AAAANWfileF20081127_AABKBZ' 'sip-files0008.jpg'
000a1d39394098e24ddd26674cd68f02
4ffce5132c0b1cafc4f27a768991dbb70aeddeff
'2017-03-09T14:32:14-05:00'
describe
'64747' 'info:fdaE20081126_AAAANWfileF20081127_AABKCA' 'sip-files0008.pdf'
762557cb1d42004fe1b9154b6bf9d847
9586c653c485dfc6984719dfe4235e53546340f2
'2017-03-09T14:32:08-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKCA-norm-0' 'aip-filesF20081127_AABKCA-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
'2017-03-09T14:32:26-05:00'
describe
'2017-03-09T14:32:09-05:00'
normalize
'52204' 'info:fdaE20081126_AAAANWfileF20081127_AABKCB' 'sip-files0008.pro'
7bc1d708716e858d24ac8449e6a7f214
cffd798864f69d9a9799537b814c72fd3c7c2108
'2017-03-09T14:30:56-05:00'
describe
'45345' 'info:fdaE20081126_AAAANWfileF20081127_AABKCC' 'sip-files0008.QC.jpg'
7110bb54b5605454ef34a3a5d1468f01
be1538c639c6868ce3471346bf2f167070cd1460
'2017-03-09T14:30:41-05:00'
describe
'876292' 'info:fdaE20081126_AAAANWfileF20081127_AABKCD' 'sip-files0008.tif'
c95ac1ea4de7d2ed3900823c8829261a
669fd94556443afed458bcdcb4a6b4a99022219f
'2017-03-09T14:31:39-05:00'
describe
'2194' 'info:fdaE20081126_AAAANWfileF20081127_AABKCE' 'sip-files0008.txt'
24816ea2444d7316f82138014083655c
0bb3370997d13ebc42c108b04c0949903fbc05a0
'2017-03-09T14:31:49-05:00'
describe
'11316' 'info:fdaE20081126_AAAANWfileF20081127_AABKCF' 'sip-files0008thm.jpg'
49d286ef9c6986913dcfd211f67004e0
aeab76ea51fc44939633263f66e5fc4f53957f15
describe
'167057' 'info:fdaE20081126_AAAANWfileF20081127_AABKCG' 'sip-files0009.jp2'
948f8f235f2cf7e58f4241ec9b07532c
f6512f52480308c126d211d997ebacc4b67bc3b2
describe
'146747' 'info:fdaE20081126_AAAANWfileF20081127_AABKCH' 'sip-files0009.jpg'
26bc13555e3f35efa2dc90ee74e0f24b
c06dbb4bbf6b53f0822a13bcc9f0adb9db4c1950
describe
'69495' 'info:fdaE20081126_AAAANWfileF20081127_AABKCI' 'sip-files0009.pdf'
2f60642847fa85fc502db8d8ea368735
0ecb1f41d6e8942c0ab6b1ce76867bd2bedff9e1
'2017-03-09T14:32:16-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKCI-norm-0' 'aip-filesF20081127_AABKCI-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:32:18-05:00'
normalize
'56052' 'info:fdaE20081126_AAAANWfileF20081127_AABKCJ' 'sip-files0009.pro'
4eecba2bd491694fbf8d490d1977e034
9ff1d9ef31774682e513152ae1835e150a13fe9f
'2017-03-09T14:31:08-05:00'
describe
'45655' 'info:fdaE20081126_AAAANWfileF20081127_AABKCK' 'sip-files0009.QC.jpg'
a1baba8f05d0886044cb1f6da61ef74e
00b8a7074ecea9d3af27cb70ba19564fda689220
describe
'920140' 'info:fdaE20081126_AAAANWfileF20081127_AABKCL' 'sip-files0009.tif'
9ac475f6254df53f78a0dba6f0d985f0
3da5d643239924ee5923a7e309473101d36fe8ee
'2017-03-09T14:32:07-05:00'
describe
'2300' 'info:fdaE20081126_AAAANWfileF20081127_AABKCM' 'sip-files0009.txt'
00536ef8e6bc01d4958c8088d37bbb03
a407db6a1903f9fba572bd0501042ca727bd6999
describe
'11273' 'info:fdaE20081126_AAAANWfileF20081127_AABKCN' 'sip-files0009thm.jpg'
a873c92415e45ac3e6e624dba91be5dc
f5d550ab26ef13599becc306957c168f89e9735e
'2017-03-09T14:31:34-05:00'
describe
'132077' 'info:fdaE20081126_AAAANWfileF20081127_AABKCO' 'sip-files0010.jp2'
8c58ab53122188f90603ab0fee6819b7
e2d79cc2dec6c157f4019f66432365cd5230b02d
describe
'128268' 'info:fdaE20081126_AAAANWfileF20081127_AABKCP' 'sip-files0010.jpg'
fdbe98857b518c401c7859834e7a7fc1
fccaeb7e21c4d149b232d560229f8e55c890cf86
describe
'58514' 'info:fdaE20081126_AAAANWfileF20081127_AABKCQ' 'sip-files0010.pdf'
5c79a2b1aa6e28ea02f053eaa786bcf0
f1d97bd0f3c789a163b42ef0c946af6564224f3f
'2017-03-09T14:31:02-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKCQ-norm-0' 'aip-filesF20081127_AABKCQ-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:31:03-05:00'
normalize
'29303' 'info:fdaE20081126_AAAANWfileF20081127_AABKCR' 'sip-files0010.pro'
880846b2241c9922f11935928fbb6983
83ccefbcb2adb0275357803e27691a80f7922f6c
describe
'40694' 'info:fdaE20081126_AAAANWfileF20081127_AABKCS' 'sip-files0010.QC.jpg'
0aad17dcb81f9778a7702a7454f66d4b
44f5b02965827df19a8da744701cdfe25c09e0eb
'2017-03-09T14:30:38-05:00'
describe
'871972' 'info:fdaE20081126_AAAANWfileF20081127_AABKCT' 'sip-files0010.tif'
a1b596bef16bf9ddf34e7b56d71aa908
4a18092bff96486d72bc3c7b124ba4831b81250c
'2017-03-09T14:31:07-05:00'
describe
'1187' 'info:fdaE20081126_AAAANWfileF20081127_AABKCU' 'sip-files0010.txt'
27210e3a8a2f4506bfdade1fcebe027e
0da4148d2652db2ee683720f749c971abeb27eff
describe
'11610' 'info:fdaE20081126_AAAANWfileF20081127_AABKCV' 'sip-files0010thm.jpg'
ee8bd406d3c957176f7c253d3c4a7d5d
1b7955859a80188699d1f855929c58494e60af09
describe
'84443' 'info:fdaE20081126_AAAANWfileF20081127_AABKCW' 'sip-files0011.jp2'
8c90c019d8030c9be4525fc3410137e1
68a930c410dd2ebd882dac9af7f89254f25ff3da
describe
'47938' 'info:fdaE20081126_AAAANWfileF20081127_AABKCX' 'sip-files0011.jpg'
1b98b8a52cda9378643a1ef9af1f1790
fc9781afc3dfe42fff7f559609b1a0e4348f1eea
describe
'34567' 'info:fdaE20081126_AAAANWfileF20081127_AABKCY' 'sip-files0011.pdf'
e7ef5093a33c0ba58d2ca89b58f01485
d17bc96e19891791da5eababd2fc2d5793d925d9
'2017-03-09T14:30:36-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKCY-norm-0' 'aip-filesF20081127_AABKCY-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'6259' 'info:fdaE20081126_AAAANWfileF20081127_AABKCZ' 'sip-files0011.pro'
b1b9871698ec453e2018d254d5b98f7d
c1d70dbd8f7636dd730ba400ba04da72baead313
describe
'16487' 'info:fdaE20081126_AAAANWfileF20081127_AABKDA' 'sip-files0011.QC.jpg'
53c363ddc8013eb4b94b13e7c657619e
e06ebf04ff03023a9aa6a6012cbe972f7653abe8
describe
'858648' 'info:fdaE20081126_AAAANWfileF20081127_AABKDB' 'sip-files0011.tif'
b46874746f0387cd59d1d11aa588a7ae
35a568bd238609759030eafc401fd6eff4b0d8e9
describe
'408' 'info:fdaE20081126_AAAANWfileF20081127_AABKDC' 'sip-files0011.txt'
dcfeffe43b1573810135d7232a3e117e
f6c81aeb99019e59a60eed2eddff474875b1f74b
describe
'5261' 'info:fdaE20081126_AAAANWfileF20081127_AABKDD' 'sip-files0011thm.jpg'
4296c675274e623afd19edd1ae88827e
ae4282865fc307fc60d8faada370cbb65b1dd0fd
describe
'175136' 'info:fdaE20081126_AAAANWfileF20081127_AABKDE' 'sip-files0012.jp2'
7b12af06803d19fa2dec881785c6b1b9
a96d7e13ce9232e2e9ebef1714069c475419754a
describe
'161616' 'info:fdaE20081126_AAAANWfileF20081127_AABKDF' 'sip-files0012.jpg'
dd0bd730cc030f73c64a0261006dda09
3a3f057ba866aac7c3c5ac44fdbc6e6dcbb988be
describe
'72541' 'info:fdaE20081126_AAAANWfileF20081127_AABKDG' 'sip-files0012.pdf'
c837a4b76fa028ba56345b4aca5832f0
22c84419b90789c1028b0e18e6dbbb365b8dff3a
'2017-03-09T14:30:59-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKDG-norm-0' 'aip-filesF20081127_AABKDG-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:31:00-05:00'
normalize
'59326' 'info:fdaE20081126_AAAANWfileF20081127_AABKDH' 'sip-files0012.pro'
020bafba9598ee5205da97baa6f9b4f5
dc67eae063805f609e087c19134d842f647acc3d
describe
'48695' 'info:fdaE20081126_AAAANWfileF20081127_AABKDI' 'sip-files0012.QC.jpg'
dd275c89796c5d839f5cd0be58aeca84
295024a682b78353602242d521550695b53b62a2
describe
'862216' 'info:fdaE20081126_AAAANWfileF20081127_AABKDJ' 'sip-files0012.tif'
6e1c1c3a042cbfaaded2772b67831b9c
e2d05ffcfd19d94efd4314e8a7f00464b09c9c5f
describe
'2381' 'info:fdaE20081126_AAAANWfileF20081127_AABKDK' 'sip-files0012.txt'
942e5efeb2b06290414fc8dbf49e7331
98faec1f07611f0251a0799588b1f33f685d22f5
describe
'11230' 'info:fdaE20081126_AAAANWfileF20081127_AABKDL' 'sip-files0012thm.jpg'
e66545b0fe1741ca4d409c02ed98e4b4
8018b24c8846e5b2dad826a35a4a0888215e49f3
describe
'67624' 'info:fdaE20081126_AAAANWfileF20081127_AABKDM' 'sip-files0013.jp2'
e1d291ed92c7b46655fcb505ab248911
73e1634128b44ad4a73684cc3059bbe7470b2d00
describe
'32713' 'info:fdaE20081126_AAAANWfileF20081127_AABKDN' 'sip-files0013.jpg'
0ceaa76d971edf7e227bf1c8a3522d0f
c07fa71582d6cc9047b247fbc8b494975cfbaf31
describe
'29734' 'info:fdaE20081126_AAAANWfileF20081127_AABKDO' 'sip-files0013.pdf'
f86e9d25915a0c96c120fc97f5db7fba
03a47fa48967d4416172c0c96c168db8889d4130
'2017-03-09T14:30:30-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKDO-norm-0' 'aip-filesF20081127_AABKDO-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:30:32-05:00'
normalize
'1335' 'info:fdaE20081126_AAAANWfileF20081127_AABKDP' 'sip-files0013.pro'
ecf3f3dd017d5f3f03b10d49d87f4e6e
0c9ea42a09fb40bc8c06e9f7e26075730c809eea
describe
'11471' 'info:fdaE20081126_AAAANWfileF20081127_AABKDQ' 'sip-files0013.QC.jpg'
a63021c61852af9bc1724e5f56f24857
24ddd801411faade898a55e6f1009c8b70a96634
describe
'862644' 'info:fdaE20081126_AAAANWfileF20081127_AABKDR' 'sip-files0013.tif'
051e1eb004c4143a9223af1fdf744ad7
4149c2471231568eb6e3738aed38d793788d1486
'2017-03-09T14:31:06-05:00'
describe
'122' 'info:fdaE20081126_AAAANWfileF20081127_AABKDS' 'sip-files0013.txt'
967ee64a5d3e3396d81213374aa80c2d
d91e27b34d28c26400ef99042c4c846e27d0d044
describe
'3802' 'info:fdaE20081126_AAAANWfileF20081127_AABKDT' 'sip-files0013thm.jpg'
00d02e9331f20b3e9be4e85957849d2b
ab0003209945fac3bb6e7083eab6b9cebdeef6d1
describe
'59189' 'info:fdaE20081126_AAAANWfileF20081127_AABKDU' 'sip-files0014.jp2'
a8faf605f6384df3d55cc2de734c72db
23f36e781282759131e05936211b446d1df6e3ed
describe
'29172' 'info:fdaE20081126_AAAANWfileF20081127_AABKDV' 'sip-files0014.jpg'
f648d81ea96a6cbb17286636e7ddfa75
9148dec8711b18e9312949b5562d219d1dcb35c7
describe
'26678' 'info:fdaE20081126_AAAANWfileF20081127_AABKDW' 'sip-files0014.pdf'
7ff38d7fe575c1705c92c0ac8863f952
823e834944ef1ad0765a1107190702244d1ced40
'2017-03-09T14:32:12-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKDW-norm-0' 'aip-filesF20081127_AABKDW-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'info:fdaE20081126_AAAANWfileF20081127_AABKDX' 'sip-files0014.pro'
5ce3279be0981cab3ec9f40fe9a36958
22218780a2e112812a3d6cc4e68d8c93c956738f
describe
'10454' 'info:fdaE20081126_AAAANWfileF20081127_AABKDY' 'sip-files0014.QC.jpg'
c830ffabac70dbaf1897612442b68e21
fccbfe7dd9bcfd7ee2d9e4bc5d5cfc861ac58358
describe
'838864' 'info:fdaE20081126_AAAANWfileF20081127_AABKDZ' 'sip-files0014.tif'
44ed74bfda01d2d8210e93329a1fbeb6
875ff7fedda271ebd883d410d6b0eb7960425272
describe
'110' 'info:fdaE20081126_AAAANWfileF20081127_AABKEA' 'sip-files0014.txt'
682e0544d6a066a76e1abde88336a050
791f405b96cdfa37788a2833e6a4cdd0c6794759
describe
'3376' 'info:fdaE20081126_AAAANWfileF20081127_AABKEB' 'sip-files0014thm.jpg'
e8840f42e926027b463ee6e0fa4dee2a
afbc791139c8a4e57bb6b6b847bc62233792d64b
describe
'130119' 'info:fdaE20081126_AAAANWfileF20081127_AABKEC' 'sip-files0015.jp2'
32b8b2febaeb027821cde7e352232904
67d2b19ad73d1eeaf4e6937d8efbdffd239c753d
describe
'108303' 'info:fdaE20081126_AAAANWfileF20081127_AABKED' 'sip-files0015.jpg'
0a393262583b46d6ff80581d43407e18
e87caa7ae4dbebeb1bc5f94c74657e96f6f4413f
describe
'53238' 'info:fdaE20081126_AAAANWfileF20081127_AABKEE' 'sip-files0015.pdf'
7c3f4c778f1200078aa24d802888b612
a7b2057ec54a85f4ec6182f8008ff3df3664da3b
'2017-03-09T14:31:54-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKEE-norm-0' 'aip-filesF20081127_AABKEE-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'33540' 'info:fdaE20081126_AAAANWfileF20081127_AABKEF' 'sip-files0015.pro'
783c29094de7007205aff7c119d3c98a
367f581db3a4ddc6bf91a416ff3fdfcdc8b3c139
describe
'34675' 'info:fdaE20081126_AAAANWfileF20081127_AABKEG' 'sip-files0015.QC.jpg'
1af3a6e3cbba96e0fb7fc062534839d8
20d0e71e2bfc8663efb36a767b2231dbf24d1bf5
describe
'907136' 'info:fdaE20081126_AAAANWfileF20081127_AABKEH' 'sip-files0015.tif'
af7fc67059b973109013b41f37843c89
a39d85d5b76cd0312cf6212cc3f6f339c8cd0968
describe
'1535' 'info:fdaE20081126_AAAANWfileF20081127_AABKEI' 'sip-files0015.txt'
ce5e87b92662219d5e8d90d350eb86cc
b954a9f30cce588fcff52ec6643c8911da0eb7fa
describe
'8850' 'info:fdaE20081126_AAAANWfileF20081127_AABKEJ' 'sip-files0015thm.jpg'
320e14957a1d12914cd774de162cbb69
99472f04e5ff191198e87ac09cd172b4cf3bca3e
describe
'168331' 'info:fdaE20081126_AAAANWfileF20081127_AABKEK' 'sip-files0016.jp2'
dbf7eb4abd96bf2d71ac1fd95fc36950
d138106160a98f5407b00ced7a6f86bbb0cc7b73
describe
'149524' 'info:fdaE20081126_AAAANWfileF20081127_AABKEL' 'sip-files0016.jpg'
fda53663f6722f37c09c7a3d61f137e4
e1489e99d10d7e4b1e0c8479d8402066fe3d8742
describe
'69109' 'info:fdaE20081126_AAAANWfileF20081127_AABKEM' 'sip-files0016.pdf'
dc62eef796f362f7b2f4d15dc6eb6f9e
00db2c8147c91275a21bc1420d1821f32a217214
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKEM-norm-0' 'aip-filesF20081127_AABKEM-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'60594' 'info:fdaE20081126_AAAANWfileF20081127_AABKEN' 'sip-files0016.pro'
d23569e1c6821b917321971f1cc0b9ad
350a996f875424036a5fdb2c464cd93ea6c69dd6
describe
'44204' 'info:fdaE20081126_AAAANWfileF20081127_AABKEO' 'sip-files0016.QC.jpg'
a6d8bc71ef3ef20a654d28dfbad7233b
1895b860af4135b7d0d186241803a251975ca2ca
describe
'891524' 'info:fdaE20081126_AAAANWfileF20081127_AABKEP' 'sip-files0016.tif'
c435aeec2c86a4d614a485a2bc5085de
146705d57a6bc01121cfea7556ec2d3e960f7a83
'2017-03-09T14:31:20-05:00'
describe
'2639' 'info:fdaE20081126_AAAANWfileF20081127_AABKEQ' 'sip-files0016.txt'
c1db484791e5c7d5c88d333da5abc1ae
6037d14eda75ece073457ceca70f49938cb3c7f7
describe
'10933' 'info:fdaE20081126_AAAANWfileF20081127_AABKER' 'sip-files0016thm.jpg'
76af2db66b091762368bdf9391399770
411136a91249354afc81fbe500eeadf68097e875
describe
'96759' 'info:fdaE20081126_AAAANWfileF20081127_AABKES' 'sip-files0017.jp2'
efcfa614acbeb25260fd530418bcbb43
9c9cca6f5c83432c88e3c2b48ea920fbff1ab271
describe
'92287' 'info:fdaE20081126_AAAANWfileF20081127_AABKET' 'sip-files0017.jpg'
c5a77daf66de0d820eecd1a402de3531
962140b21ee51301a1a34fede3e34479e3c84d27
describe
'39709' 'info:fdaE20081126_AAAANWfileF20081127_AABKEU' 'sip-files0017.pdf'
e79674429a6ec3b91e10e9e8d1bb2c45
532259e6bfa6afad4eb532059e44a51fc831d32f
'2017-03-09T14:30:44-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKEU-norm-0' 'aip-filesF20081127_AABKEU-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'10396' 'info:fdaE20081126_AAAANWfileF20081127_AABKEV' 'sip-files0017.pro'
017947b461846cd48612a059af621cc0
85c02a15d39964260ab96d8cba384beb6d1da80d
describe
'29726' 'info:fdaE20081126_AAAANWfileF20081127_AABKEW' 'sip-files0017.QC.jpg'
a92a8de8a8c2bc810d480e2a5deb85df
82dc9bc15c11bf2f2563cfd18758ff68463e2f70
describe
'889148' 'info:fdaE20081126_AAAANWfileF20081127_AABKEX' 'sip-files0017.tif'
3870195bfab989a9eb8553c2b8214a3a
df69637a429e079bfbe937480b7c8f078f04195d
describe
'588' 'info:fdaE20081126_AAAANWfileF20081127_AABKEY' 'sip-files0017.txt'
1b5fdd66177adc6c0904a9a3d3ea5a21
8e652e5ad41164e861e073f50952d02545742750
describe
'7857' 'info:fdaE20081126_AAAANWfileF20081127_AABKEZ' 'sip-files0017thm.jpg'
80a210d9d0c73b5a64c12705f06c849d
02407b951c3267fecaf5e2cf535894b729d6b3da
'2017-03-09T14:30:52-05:00'
describe
'86581' 'info:fdaE20081126_AAAANWfileF20081127_AABKFA' 'sip-files0018.jp2'
f925ef5991fb34d4ccd3090e48701af0
631410fc156d0a6a56b9eb5f06d5dbd2ff6e67f8
describe
'92334' 'info:fdaE20081126_AAAANWfileF20081127_AABKFB' 'sip-files0018.jpg'
2c1c07c34fad1dddbec5f74ce71319b4
198ea4b326f39114099cbb7afcdb53ee19ba03b5
describe
'36744' 'info:fdaE20081126_AAAANWfileF20081127_AABKFC' 'sip-files0018.pdf'
7773ebcd6d222cc9899ae6b86aca7ce9
3e6a21c16dde2aee8d6416145db98d12a708524b
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKFC-norm-0' 'aip-filesF20081127_AABKFC-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'10907' 'info:fdaE20081126_AAAANWfileF20081127_AABKFD' 'sip-files0018.pro'
bd3e26b5f61aa574ad2ad7d17ecdb2fe
29f31e3cec7a19b881890c48e3a1b3b892fdcaaf
describe
'30508' 'info:fdaE20081126_AAAANWfileF20081127_AABKFE' 'sip-files0018.QC.jpg'
125dafc4627cb55d5ba1e020ac5a27e0
b25a34551d07e0c8acbdff142c77cbe596c9349b
describe
'855792' 'info:fdaE20081126_AAAANWfileF20081127_AABKFF' 'sip-files0018.tif'
382275e39c2f7983516a0ef535a66bf8
38817e6293dfd51cd7cd4c389f0dcddeb0051f1d
describe
'644' 'info:fdaE20081126_AAAANWfileF20081127_AABKFG' 'sip-files0018.txt'
2b8312d730876e9c03f96751eabfed17
08510123dd492b789927417cc5d7fa3e6d93d818
'2017-03-09T14:32:02-05:00'
describe
'8860' 'info:fdaE20081126_AAAANWfileF20081127_AABKFH' 'sip-files0018thm.jpg'
a98a05ff6a6aad0ddba2c0b40d20bd92
0675c99ff821bfc6b39063225cf6609b30a6e14f
'2017-03-09T14:31:29-05:00'
describe
'178870' 'info:fdaE20081126_AAAANWfileF20081127_AABKFI' 'sip-files0019.jp2'
ee8fc91c5b1e28aed74565ef7379640f
44f245b859f0aed0531f0a928b3ff0e1560072cc
describe
'157144' 'info:fdaE20081126_AAAANWfileF20081127_AABKFJ' 'sip-files0019.jpg'
d4be545da4f0695eebd80b88a86698c6
8141546db834a66d4cf4af170adf69e518e8315f
describe
'74225' 'info:fdaE20081126_AAAANWfileF20081127_AABKFK' 'sip-files0019.pdf'
f7e4e0ccb08de3a1128b40486e51a849
e697203f87b253edb40968b782751d39cbdc7fae
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKFK-norm-0' 'aip-filesF20081127_AABKFK-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'59983' 'info:fdaE20081126_AAAANWfileF20081127_AABKFL' 'sip-files0019.pro'
c654a2c7c47b347f7412ade5a9662a55
72101eebde77e98e143cf554ce083e910c5e28d6
describe
'48987' 'info:fdaE20081126_AAAANWfileF20081127_AABKFM' 'sip-files0019.QC.jpg'
ca087ecb2bb52f0d429a726c8e265978
32e2741694082569f1c2bf8fbab79114091c3265
'2017-03-09T14:31:51-05:00'
describe
'900212' 'info:fdaE20081126_AAAANWfileF20081127_AABKFN' 'sip-files0019.tif'
256e7e0c653a00d757288e150b4a09da
ecfd4ea5961082c237cac7987ae3251f0ac0a3b2
describe
'2415' 'info:fdaE20081126_AAAANWfileF20081127_AABKFO' 'sip-files0019.txt'
7c16c1ada9293610b523a7db3e9fcd0b
476e7bf81d885e3d5a449af26abd357f74debe75
describe
'11963' 'info:fdaE20081126_AAAANWfileF20081127_AABKFP' 'sip-files0019thm.jpg'
d09887a217d55fabdf68824c69b63c35
944bdf1ef618be4642c89b82216c0fecce2e2b1e
describe
'103876' 'info:fdaE20081126_AAAANWfileF20081127_AABKFQ' 'sip-files0020.jp2'
c962c0eee0978e135d9feb7df4976049
b4705065d9dec4463399b87d6b7e9d1368fbdf64
describe
'99666' 'info:fdaE20081126_AAAANWfileF20081127_AABKFR' 'sip-files0020.jpg'
4fc07538488e87712db13145a722fcae
94167695ec01ac5318062a74588e5c758de354ad
describe
'43421' 'info:fdaE20081126_AAAANWfileF20081127_AABKFS' 'sip-files0020.pdf'
f37a35883c5b82c0e4f8fc44939031a5
eb4e0f2d12dd1812372c8af8defbe272df3eddca
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKFS-norm-0' 'aip-filesF20081127_AABKFS-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'15343' 'info:fdaE20081126_AAAANWfileF20081127_AABKFT' 'sip-files0020.pro'
c2f8b677ae12384149c5aceec6303ddf
e9529a41038d84bf97ba58a4a05248ac51f42a6a
describe
'31341' 'info:fdaE20081126_AAAANWfileF20081127_AABKFU' 'sip-files0020.QC.jpg'
d1b5be78f3548c3365bfa7c89401e17e
216762b39a8404ed1c1a22bfb0e8c1a74016bd94
describe
'881844' 'info:fdaE20081126_AAAANWfileF20081127_AABKFV' 'sip-files0020.tif'
4a39f4a07a90aee36d297511f56b9a2a
ace629fb5d788fa5049310afa643e578c36606eb
describe
'1222' 'info:fdaE20081126_AAAANWfileF20081127_AABKFW' 'sip-files0020.txt'
22811d3fb596926ab7fa0b6e41e7fab8
0fa23e11e386d0547743b95b16c538aa60977512
describe
'8204' 'info:fdaE20081126_AAAANWfileF20081127_AABKFX' 'sip-files0020thm.jpg'
378fcfd345456c355a2e3beb8829d1a5
46a242206b799154159cf70196e313d03670e6d5
describe
'98353' 'info:fdaE20081126_AAAANWfileF20081127_AABKFY' 'sip-files0021.jp2'
05d747981c63b08228d9c91094a1c1ba
c22990033e633b590719eb9fcb02d2caea52a036
describe
'105833' 'info:fdaE20081126_AAAANWfileF20081127_AABKFZ' 'sip-files0021.jpg'
e348771565edbcf837083c70eefbb245
68de95f9caf57a1d4728687a265bb944c0896858
describe
'39775' 'info:fdaE20081126_AAAANWfileF20081127_AABKGA' 'sip-files0021.pdf'
07882e5f802331a3e87a8655246ce049
a1401f7e34d33a4682b9942b2178f06e44b16e70
'2017-03-09T14:31:14-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKGA-norm-0' 'aip-filesF20081127_AABKGA-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'3561' 'info:fdaE20081126_AAAANWfileF20081127_AABKGB' 'sip-files0021.pro'
e7727a310a39b55804c083c1931b3332
932fab37f46c180f06318f05c20e107e73f244b4
describe
'36372' 'info:fdaE20081126_AAAANWfileF20081127_AABKGC' 'sip-files0021.QC.jpg'
18eb8742e74a0ac43f90a9cd4b9dfc4a
537dcfe07654b9d34d5d0fc2a551053f979dde39
describe
'891216' 'info:fdaE20081126_AAAANWfileF20081127_AABKGD' 'sip-files0021.tif'
eaf6e52022ca702e1f37d1404b434cc6
a12a10d13c2bf9cc7c764a1c7aff1f62dd6c348d
'2017-03-09T14:31:38-05:00'
describe
'181' 'info:fdaE20081126_AAAANWfileF20081127_AABKGE' 'sip-files0021.txt'
02afee2349adb06546e77aed612904aa
38d626be23ca2baa15d0a179ad2bde37115979c7
describe
'10233' 'info:fdaE20081126_AAAANWfileF20081127_AABKGF' 'sip-files0021thm.jpg'
16e6bc0f3f262d488d8fdf162cdab843
70068ace5ba71630e5f7bae24715735e62179b76
describe
'207378' 'info:fdaE20081126_AAAANWfileF20081127_AABKGG' 'sip-files0022.jp2'
93df9446f969f57e6e5dae0c46a0369c
e5bae1ed0012c3c3aa6c63321319c51cfe9e4ebf
describe
'183130' 'info:fdaE20081126_AAAANWfileF20081127_AABKGH' 'sip-files0022.jpg'
ac85e2c17ca9c0fc6bb21ce938b732c4
c1347f593998fbe36280ef1f0c26929c311bde7b
describe
'86320' 'info:fdaE20081126_AAAANWfileF20081127_AABKGI' 'sip-files0022.pdf'
4d9b8a4dfd239589e4c638b09c7fd9e2
996526d0bff04c536d140479a3add9fc369a8f36
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKGI-norm-0' 'aip-filesF20081127_AABKGI-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'71434' 'info:fdaE20081126_AAAANWfileF20081127_AABKGJ' 'sip-files0022.pro'
bc3411663529d1363b034d939f8e38c4
127fbcb6c94f2225320021afa119fd98fac4d4b3
'2017-03-09T14:30:53-05:00'
describe
'53618' 'info:fdaE20081126_AAAANWfileF20081127_AABKGK' 'sip-files0022.QC.jpg'
ee9def6cb9d2729895a21223f378dae0
b4ea4921976861f5bba7d7a920a7c2dcedf9c92a
describe
'914608' 'info:fdaE20081126_AAAANWfileF20081127_AABKGL' 'sip-files0022.tif'
abd16dcbd664dcc29044239d227ff6f3
af4bd7906c40d3b742273b43e50d88d635ec6786
describe
'2816' 'info:fdaE20081126_AAAANWfileF20081127_AABKGM' 'sip-files0022.txt'
28d1c24d17e12855828af706ace3f910
8777dacf3b3810db0a168ff5d62b47cdb79e5474
describe
'12469' 'info:fdaE20081126_AAAANWfileF20081127_AABKGN' 'sip-files0022thm.jpg'
ec2b7d98f9f322cf1da29538674bf1b8
76bb0e4ee8143cd0bed3025faf090b1258f61f97
describe
'97344' 'info:fdaE20081126_AAAANWfileF20081127_AABKGO' 'sip-files0023.jp2'
b291b96913ef1e4d56dbb3c06e12a118
4534b8f2b3584d34bd7087cecbf55f5881e151e6
describe
'78065' 'info:fdaE20081126_AAAANWfileF20081127_AABKGP' 'sip-files0023.jpg'
b3852fab77ec8fd2705d374090e6f455
26b70be206672749226856b9baba8727fe6945e8
describe
'41681' 'info:fdaE20081126_AAAANWfileF20081127_AABKGQ' 'sip-files0023.pdf'
f611b6451e15bdac21570c3c53791075
2a489b64e417b9670e551db3fe72e5f836d575c1
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKGQ-norm-0' 'aip-filesF20081127_AABKGQ-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'7703' 'info:fdaE20081126_AAAANWfileF20081127_AABKGR' 'sip-files0023.pro'
9a3b3ab9c6675134d8bdedf1ebc404ff
11e444b1ab003ba66c84c881e9c3b5b44e763ef9
describe
'25340' 'info:fdaE20081126_AAAANWfileF20081127_AABKGS' 'sip-files0023.QC.jpg'
fdaa278a2cb76c6e90563dc838b3f949
5c4b9633f24a5f0f0e8bf8a254681790d839269f
describe
'913780' 'info:fdaE20081126_AAAANWfileF20081127_AABKGT' 'sip-files0023.tif'
ff778af347d824dfc2920d45f71077d2
242507432720fe37326da013a2041272dbd92ca6
describe
'356' 'info:fdaE20081126_AAAANWfileF20081127_AABKGU' 'sip-files0023.txt'
29f3fb431d4236dc210d3f1fcda0f45e
b9bfb48e9eb372797986c6a612b3decf903f331b
describe
'7634' 'info:fdaE20081126_AAAANWfileF20081127_AABKGV' 'sip-files0023thm.jpg'
b4242bd7d6f93b12ac590e0cde257cfb
e3538a2314def523c66a0d1f059a5c126cbf8813
describe
'209217' 'info:fdaE20081126_AAAANWfileF20081127_AABKGW' 'sip-files0024.jp2'
b2e4ee1b886c7559f13cd539fe94c4e5
2846fdf43caa8f1e59a3ad4a47f3cc847f66f811
describe
'180504' 'info:fdaE20081126_AAAANWfileF20081127_AABKGX' 'sip-files0024.jpg'
6f66c7eef4acb4c7e1ce58d39f4b4775
55b3280177358872d1b8120f9a2f647651423f78
'2017-03-09T14:31:47-05:00'
describe
'86696' 'info:fdaE20081126_AAAANWfileF20081127_AABKGY' 'sip-files0024.pdf'
5998e8956b0ea67cf5618e24eb44f800
3633d550b99a8659fd91f51f285730b05f273a54
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKGY-norm-0' 'aip-filesF20081127_AABKGY-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'71316' 'info:fdaE20081126_AAAANWfileF20081127_AABKGZ' 'sip-files0024.pro'
378afa834978da76ddbed6099f7bd0a6
2ad7972f82a33a359d95ff54f1261e93a6621791
describe
'53723' 'info:fdaE20081126_AAAANWfileF20081127_AABKHA' 'sip-files0024.QC.jpg'
384b6af8f952764527ec86049ade2760
b5a42ef2342fdd27ade76a28037a2bd29627c49d
describe
'908624' 'info:fdaE20081126_AAAANWfileF20081127_AABKHB' 'sip-files0024.tif'
70440636d354f66050e1a90182ad63bc
54786d5d6067da6cc827fd81c5218ec2366b08eb
describe
'2818' 'info:fdaE20081126_AAAANWfileF20081127_AABKHC' 'sip-files0024.txt'
7b88800473df0c8ebe954c1fd8d419b3
927abfad5b775a4b0965b1556974e9a7dcf82e0d
describe
'12397' 'info:fdaE20081126_AAAANWfileF20081127_AABKHD' 'sip-files0024thm.jpg'
82a7d57431cb718ad61e1087762d2c2a
8ca952a5dcabfa2003315f27a43b96b4936b7ca2
describe
'74752' 'info:fdaE20081126_AAAANWfileF20081127_AABKHE' 'sip-files0025.jp2'
6b7fd6a0d3e05b78e13690fb893f984d
ca5570ed0c3b0f7b26a73e04b71ca3a37f8e7814
describe
'44838' 'info:fdaE20081126_AAAANWfileF20081127_AABKHF' 'sip-files0025.jpg'
a9dec00dc47cabdaab48596b8c1b9394
5fc7040d8911f0b3c4ed350810fb247d30bf27f7
describe
'32498' 'info:fdaE20081126_AAAANWfileF20081127_AABKHG' 'sip-files0025.pdf'
d24f97077652ef049bd70651a5ad7c23
4a45c1cec9bb43752ff93f9e57027e8ffc97298c
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKHG-norm-0' 'aip-filesF20081127_AABKHG-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:30:29-05:00'
normalize
'9287' 'info:fdaE20081126_AAAANWfileF20081127_AABKHH' 'sip-files0025.pro'
e07e4979f8b3e77c825c47e9f35f1984
beddf44238c7b4377918bbb067f9be9250c26da5
describe
'15152' 'info:fdaE20081126_AAAANWfileF20081127_AABKHI' 'sip-files0025.QC.jpg'
4a202533d7703d382b15409f65f61cf3
8b0923e39bff092d60e0a893ee857d673604eb9d
describe
'857920' 'info:fdaE20081126_AAAANWfileF20081127_AABKHJ' 'sip-files0025.tif'
e1e9285d10cb763b31bc47831815b5b8
cc915d15258c194eac9b58bfadd7cb190a9ed990
describe
'514' 'info:fdaE20081126_AAAANWfileF20081127_AABKHK' 'sip-files0025.txt'
d18d7a75929f9eeec8dd9dca51f186bf
9f0d4689c291d60843b36c76d1218378243fc2b5
describe
'4592' 'info:fdaE20081126_AAAANWfileF20081127_AABKHL' 'sip-files0025thm.jpg'
7f794f0cba18d8592cf0750dd99c39c3
5618282546023e65ead982c97ac16a7b1fac5a4f
describe
'108203' 'info:fdaE20081126_AAAANWfileF20081127_AABKHM' 'sip-files0026.jp2'
2b80ac8f8c7e6e2433eee0ff8d455f6b
8f9d59cc6f18aa24f78e0d6d1686a36b07b674ec
describe
'60023' 'info:fdaE20081126_AAAANWfileF20081127_AABKHN' 'sip-files0026.jpg'
3377549f9100f7addef1bee4cf1fc73d
aa4e08e82fcc1b65038052a0f1bc14a310c6f883
describe
'43630' 'info:fdaE20081126_AAAANWfileF20081127_AABKHO' 'sip-files0026.pdf'
3c68886b2e0a9d8213fc3a13909a1320
ac0f45391e467e032787b36e2d8e80627371226b
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKHO-norm-0' 'aip-filesF20081127_AABKHO-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'2376' 'info:fdaE20081126_AAAANWfileF20081127_AABKHP' 'sip-files0026.pro'
cc0d4115806f8ea9bb9babea0a71572e
b78a756f8fde56508461edc1125a6be8531be3f1
describe
'19830' 'info:fdaE20081126_AAAANWfileF20081127_AABKHQ' 'sip-files0026.QC.jpg'
a5bea79ebb749463eace7b6e7890cf62
73772f9051cc30c072f5fa81ee1645a7390ccf04
describe
'840964' 'info:fdaE20081126_AAAANWfileF20081127_AABKHR' 'sip-files0026.tif'
f82ae1d1687e9400f889b2b8964a404f
32abd44433ce31090e8cee1ffce008917f53ec84
describe
'192' 'info:fdaE20081126_AAAANWfileF20081127_AABKHS' 'sip-files0026.txt'
b9e5031ef36f2a01f0359e8e15f9198e
750e47ad83ba0709ddaa2792bb246fc75ae859c5
describe
'5774' 'info:fdaE20081126_AAAANWfileF20081127_AABKHT' 'sip-files0026thm.jpg'
604362858f4e58fdee0ab2afa28d8a73
c9db567b58558d074f8358288fb11a9ee36f2db3
describe
'119934' 'info:fdaE20081126_AAAANWfileF20081127_AABKHU' 'sip-files0027.jp2'
d75b6aee5048cc51db5cb3c79966fbd9
a7dfab42e0e57d91e60aa37112cf8ed0819c5755
describe
'60988' 'info:fdaE20081126_AAAANWfileF20081127_AABKHV' 'sip-files0027.jpg'
8f6b2d0a259817adfe2c127d7759623d
5525aa2feec7a6fea5f9965b737ac9c2450f1561
describe
'49208' 'info:fdaE20081126_AAAANWfileF20081127_AABKHW' 'sip-files0027.pdf'
34fbf8e554ee8faa9fe986db37792538
abd83ba4d4a3981d05f7ff11d4cffd50368a096a
'2017-03-09T14:31:59-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKHW-norm-0' 'aip-filesF20081127_AABKHW-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'8715' 'info:fdaE20081126_AAAANWfileF20081127_AABKHX' 'sip-files0027.pro'
e1fbbebba3a8a41ce0f1e09a29c0a1ed
a303bae5cad403daa4bd6c5b9120aee6a4180933
describe
'19487' 'info:fdaE20081126_AAAANWfileF20081127_AABKHY' 'sip-files0027.QC.jpg'
abb12b29288dfe268447e492d69a3bd1
2c209a562e5961bb838086b0320a50e1e7db663c
describe
'894120' 'info:fdaE20081126_AAAANWfileF20081127_AABKHZ' 'sip-files0027.tif'
65a32cce502f49a7c5013845ba1c8bc7
ef98567077b1bb7c92786f58ed1a21cd02411914
describe
'635' 'info:fdaE20081126_AAAANWfileF20081127_AABKIA' 'sip-files0027.txt'
cd69e58f75d4f1ae27e826f60a926b25
9d70c07b4ed96bb2f98a64d93f419e644545ed5b
describe
'5423' 'info:fdaE20081126_AAAANWfileF20081127_AABKIB' 'sip-files0027thm.jpg'
9f70674ed342b096069d057abb50e3b2
29a5bad63a1edf9d1ec93e6a54158772bcab811e
describe
'199778' 'info:fdaE20081126_AAAANWfileF20081127_AABKIC' 'sip-files0028.jp2'
5ba91aad5d038d75fc4ff7f2afc7bcb2
55bc8b2f19a1408f983921fca2d21847ee1d403d
describe
'170471' 'info:fdaE20081126_AAAANWfileF20081127_AABKID' 'sip-files0028.jpg'
ef0ba1abd4827c9017005e0c57fa08e3
3b606f91923e70ca02ae21067e11ee2714535151
describe
'81419' 'info:fdaE20081126_AAAANWfileF20081127_AABKIE' 'sip-files0028.pdf'
d4f6fa48c478038ff1c3d0f60711e48f
27640a8f1fc9b1b5b844ad1dc8b67aee3184263d
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKIE-norm-0' 'aip-filesF20081127_AABKIE-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'66565' 'info:fdaE20081126_AAAANWfileF20081127_AABKIF' 'sip-files0028.pro'
705d47a98b70f5d2dcac07623fba0452
70518e28fcc3ad2b01ec63a8190adc8e16e948bd
describe
'50422' 'info:fdaE20081126_AAAANWfileF20081127_AABKIG' 'sip-files0028.QC.jpg'
2cac22ee6fde2ae96545085cbd1c7249
8f454523915d153f9cd30f39875a514ad304454a
describe
'923196' 'info:fdaE20081126_AAAANWfileF20081127_AABKIH' 'sip-files0028.tif'
348d74c530ded3a0cd346332d360b1bd
357f1ca08bf5f5bc25ba345105d0985c1af0dd97
describe
'2655' 'info:fdaE20081126_AAAANWfileF20081127_AABKII' 'sip-files0028.txt'
913a66d3f9b32baa6a6ce7e51b75b85c
d7813df32ef2e8a2a4de3b97614de636d60e53ed
describe
'11920' 'info:fdaE20081126_AAAANWfileF20081127_AABKIJ' 'sip-files0028thm.jpg'
c26f4517532c81c4b3053d29cbb51153
efcf272276502265798c7352262b15262ed161b1
describe
'185621' 'info:fdaE20081126_AAAANWfileF20081127_AABKIK' 'sip-files0029.jp2'
7cf237bf54cc5d8b0a5e1ffa4c7e5a38
0e763dbda03991c62c41a8bee3472cfaa7eb5293
describe
'166552' 'info:fdaE20081126_AAAANWfileF20081127_AABKIL' 'sip-files0029.jpg'
8eac13da4f92ccbf58e244d10bb9d329
ee12d913eb10002807482c86d5cbd863132a3774
describe
'78185' 'info:fdaE20081126_AAAANWfileF20081127_AABKIM' 'sip-files0029.pdf'
5fa52873eeb110b5a7e992ed8b10b842
0678757f5dcd0aa6c0666a0168cfb4bbd59f46d8
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKIM-norm-0' 'aip-filesF20081127_AABKIM-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'65791' 'info:fdaE20081126_AAAANWfileF20081127_AABKIN' 'sip-files0029.pro'
9427d1a9d3f819cf4593af195aca6fe1
51c1ee668084dc964919e84b9aa33674607cf43e
describe
'51585' 'info:fdaE20081126_AAAANWfileF20081127_AABKIO' 'sip-files0029.QC.jpg'
563538e1d2a216feb45a11f3132c1632
11b5bed21e6b44cd3630db93f49e837117670cf9
describe
'891428' 'info:fdaE20081126_AAAANWfileF20081127_AABKIP' 'sip-files0029.tif'
db27c0a5bbcdb70708a79d10ba9743a0
0ff76e03e554680835e42bcc0d674cdff51a8c4a
describe
'2646' 'info:fdaE20081126_AAAANWfileF20081127_AABKIQ' 'sip-files0029.txt'
d88b6f65fc93c5a65d9564a76ead6acc
78711206cc3b0a5cd3bcc75d20d7a3c2e4bd0343
describe
'12650' 'info:fdaE20081126_AAAANWfileF20081127_AABKIR' 'sip-files0029thm.jpg'
9fbc7d3aecaa589c821c944f3982362e
4736adf7da7dd25381e7aac86020f425119fbbc5
describe
'111779' 'info:fdaE20081126_AAAANWfileF20081127_AABKIS' 'sip-files0030.jp2'
5faa9912bc9620644a0e86803a621bce
27c293d252ec573e680ffa85c6fa9f614b2e742c
describe
'55789' 'info:fdaE20081126_AAAANWfileF20081127_AABKIT' 'sip-files0030.jpg'
514c8ef966b487f4de070a0648494ba9
ea31eab21dd7752e6372aafe4ac206169d2bcc80
describe
'47804' 'info:fdaE20081126_AAAANWfileF20081127_AABKIU' 'sip-files0030.pdf'
e7dddfd320dca6ec4b71051e39fd06a1
8f7721a23692c812e422aab5694262d0aeb23918
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKIU-norm-0' 'aip-filesF20081127_AABKIU-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'3776' 'info:fdaE20081126_AAAANWfileF20081127_AABKIV' 'sip-files0030.pro'
63ea9ccbb05e80759ae5e1e8c6f838d6
eed851c733c433b5ee5f62e00a1975c747d15fd3
describe
'17906' 'info:fdaE20081126_AAAANWfileF20081127_AABKIW' 'sip-files0030.QC.jpg'
1c08b5142acda8ffa46bc8f2b61355fa
9da46972af07bca0075381f3dc21818a09aded30
describe
'875404' 'info:fdaE20081126_AAAANWfileF20081127_AABKIX' 'sip-files0030.tif'
1b670218d3745ae44d799e36c8efadfc
7512d3873c97b052b9a316e2d3200dc07e388fd9
describe
'217' 'info:fdaE20081126_AAAANWfileF20081127_AABKIY' 'sip-files0030.txt'
c9302eaa7545ec239332050ccd9d7528
55f6c4abe2629b4d7c57586cfeb26b3e2d166916
describe
'5166' 'info:fdaE20081126_AAAANWfileF20081127_AABKIZ' 'sip-files0030thm.jpg'
0d7f76e3d4b21544ee5ec85f58d5c530
66a623ecb88f18bf3c4cf11e38cc34731f3dcef5
describe
'43973' 'info:fdaE20081126_AAAANWfileF20081127_AABKJA' 'sip-files0031.jp2'
5d11f314fc139eac92832d3a33b54ace
9a3e1af8c778ef58f8395b39955d0cf8a41a63fc
describe
'25477' 'info:fdaE20081126_AAAANWfileF20081127_AABKJB' 'sip-files0031.jpg'
ea4810d61801e0ab4c3e3813b09f64f8
aa70369fce0d0714914e041d567a44e19e7f4a36
describe
'18684' 'info:fdaE20081126_AAAANWfileF20081127_AABKJC' 'sip-files0031.pdf'
e07b316c42ca9a03e23ed0d32f72b25b
a3d1bf48b6dc017cb209a1f521f3984d82e3dc5f
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKJC-norm-0' 'aip-filesF20081127_AABKJC-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'2851' 'info:fdaE20081126_AAAANWfileF20081127_AABKJD' 'sip-files0031.pro'
84331f9e8fb7e891e4d10e6300d4fa35
4818c581a28956e5a8aa899a5f29fceb787e8850
describe
'8338' 'info:fdaE20081126_AAAANWfileF20081127_AABKJE' 'sip-files0031.QC.jpg'
0465b4af2981b5fb216376751f1aa0bc
c094126a54f2059814e5d2bf10c9790a4823fb76
describe
'919680' 'info:fdaE20081126_AAAANWfileF20081127_AABKJF' 'sip-files0031.tif'
acca85b99c2b7c295a91dc5e99cf0694
4efd43046e4752e6812ee69b78fd91fb4948152f
describe
'185' 'info:fdaE20081126_AAAANWfileF20081127_AABKJG' 'sip-files0031.txt'
432dba8ee3d5089c4bc1fda9fc45b4e0
8f74d01b232f26d57cc2bf82989cbf17b4b11d4f
describe
'2882' 'info:fdaE20081126_AAAANWfileF20081127_AABKJH' 'sip-files0031thm.jpg'
0b0d2f60db0f4fb51226954276bb543e
a12dd21bc74c5a6915124160f4cb69030fa30a7b
describe
'202347' 'info:fdaE20081126_AAAANWfileF20081127_AABKJI' 'sip-files0032.jp2'
a97b1fdae0407d5b7006593e07369d8e
64ec12132e239984964ae8f82515332b9f92c646
describe
'173974' 'info:fdaE20081126_AAAANWfileF20081127_AABKJJ' 'sip-files0032.jpg'
eb112617dbd86c7cab43ca13ba8cfcc3
2de09236b8df95d3fa8f0c1552c207cd4c01aec3
describe
'82760' 'info:fdaE20081126_AAAANWfileF20081127_AABKJK' 'sip-files0032.pdf'
140260bfd610fc3bc2e2a719ef0001bf
23e354c74925c1c9b78aa0b79a1a164a58136be8
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKJK-norm-0' 'aip-filesF20081127_AABKJK-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'67648' 'info:fdaE20081126_AAAANWfileF20081127_AABKJL' 'sip-files0032.pro'
bb84bfe397bc1a68c475a4d18c6baaac
a3ae688bd84a200d6ac2d39180f5c0d0c393bf40
describe
'51106' 'info:fdaE20081126_AAAANWfileF20081127_AABKJM' 'sip-files0032.QC.jpg'
654e1c8bdf532c51d69be76df1ff7a4d
569b6fe12766d07cfd04a4643583ba506e729d37
describe
'915776' 'info:fdaE20081126_AAAANWfileF20081127_AABKJN' 'sip-files0032.tif'
7c7258a13ac97ce21f9c049d5757e30f
e82623ef44beb2da7c8f9032259857fb228b0f0c
describe
'2696' 'info:fdaE20081126_AAAANWfileF20081127_AABKJO' 'sip-files0032.txt'
a1a26420d9256daa7f3e56575de26623
67e2a2c9850249931dd67f8af4ee61a0980f849f
describe
'12440' 'info:fdaE20081126_AAAANWfileF20081127_AABKJP' 'sip-files0032thm.jpg'
db8554bf241a67820d3e9464bacf4921
828bb270d48007c368c66b21bd2cf06c91dc7e12
describe
'165446' 'info:fdaE20081126_AAAANWfileF20081127_AABKJQ' 'sip-files0033.jp2'
8eeb6004176bcd98dfdb83cefb7c91ee
451576bbcf2322e8ea4cfe1eaa27ffcf0558d894
describe
'145024' 'info:fdaE20081126_AAAANWfileF20081127_AABKJR' 'sip-files0033.jpg'
51c96ded97675cc3c5e52c4298293b9c
4b92a108e44822e2dc178ecbe8e57d1bc4a6cfcc
describe
'68751' 'info:fdaE20081126_AAAANWfileF20081127_AABKJS' 'sip-files0033.pdf'
36169accabcd94373a8c955514a18e24
d53eedc1ab02c18082675eedfcba382aeea9f1c7
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKJS-norm-0' 'aip-filesF20081127_AABKJS-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'39241' 'info:fdaE20081126_AAAANWfileF20081127_AABKJT' 'sip-files0033.pro'
0a5d323bf092dfbd17d687b79a4e2f0d
fdb16af1de67e3001d6b2061d694d87fb027271c
describe
'45851' 'info:fdaE20081126_AAAANWfileF20081127_AABKJU' 'sip-files0033.QC.jpg'
32adc9dee76503224bd581b087a93899
2aebd1c90f88f1cff9ea5bcd8f3a1de1a880e3b4
describe
'884332' 'info:fdaE20081126_AAAANWfileF20081127_AABKJV' 'sip-files0033.tif'
0f4388488c2b494372608d7ba834dadd
8efb10c3f200c4a63922bb9f2e57dfa1b4c0caae
describe
'1553' 'info:fdaE20081126_AAAANWfileF20081127_AABKJW' 'sip-files0033.txt'
eaf1b2f799f3a3a9c83d6ea8cbdb755a
372ab26457ac48efa8bf7a9b3387fba5bb3fc755
describe
'11786' 'info:fdaE20081126_AAAANWfileF20081127_AABKJX' 'sip-files0033thm.jpg'
761744b4ed5a4e100cb7fd6005133749
f08e0a804c0b8d7aec7582be192de753dbe9f742
describe
'166815' 'info:fdaE20081126_AAAANWfileF20081127_AABKJY' 'sip-files0034.jp2'
29f623c2945d585e1ab76158d04ebf08
9990e459f9b9403e5bc87c8f1f7e14198bf033c4
describe
'144303' 'info:fdaE20081126_AAAANWfileF20081127_AABKJZ' 'sip-files0034.jpg'
70ec26ba0f27d93b2dd34bbfd6562141
a63b8d170e4bdcd50e3966cfdae6d399dedfb4a1
describe
'69005' 'info:fdaE20081126_AAAANWfileF20081127_AABKKA' 'sip-files0034.pdf'
d40862f3f8d047ba5eb42acf2a9bbe06
046c3e8d6bac13d8404c0a8a6c60a386beae70cf
'2017-03-09T14:30:57-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKKA-norm-0' 'aip-filesF20081127_AABKKA-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:30:58-05:00'
normalize
'38358' 'info:fdaE20081126_AAAANWfileF20081127_AABKKB' 'sip-files0034.pro'
25b2a09451ec9e40161e040a12e0508d
c1d06d170cb1b2c443a4dd613268826cf3c8d437
describe
'45248' 'info:fdaE20081126_AAAANWfileF20081127_AABKKC' 'sip-files0034.QC.jpg'
09244504c14fe5d3b4989c308a5fc51e
06f4757774e456bb909bf9ac16f740fccf9cd4dc
describe
'871064' 'info:fdaE20081126_AAAANWfileF20081127_AABKKD' 'sip-files0034.tif'
b4f02d143e06f180e19a6b63ac216f6e
5bf7e7d2855f6b1b5d17abcc208a69f8993e6190
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKKE' 'sip-files0034.txt'
8d98ff1c0ee9cf46f58e394a7d7d7ea5
dd45ba729278a5faef3dfdd604ed8b1a28295db5
describe
'11279' 'info:fdaE20081126_AAAANWfileF20081127_AABKKF' 'sip-files0034thm.jpg'
9f329d60d708e6901125e7ee99d253c4
35613699063c660ba8596756d03610da6342905f
describe
'192304' 'info:fdaE20081126_AAAANWfileF20081127_AABKKG' 'sip-files0035.jp2'
42708d5f21c25953eea2e4a40844a51d
a1e43a41b41838242f9768ee451bbb50c83c0f04
describe
'174196' 'info:fdaE20081126_AAAANWfileF20081127_AABKKH' 'sip-files0035.jpg'
31a3ecf44150d149002b6a7f58ecc036
a994e8d93b61a2efb24404d679d76f451f4f6841
describe
'79878' 'info:fdaE20081126_AAAANWfileF20081127_AABKKI' 'sip-files0035.pdf'
e9346ffb2e006323f5e4e89434c78215
1bb3a26b5c3c75fa6aa548878f1a3d1033cb571a
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKKI-norm-0' 'aip-filesF20081127_AABKKI-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
'2017-03-09T14:32:25-05:00'
normalize
'66503' 'info:fdaE20081126_AAAANWfileF20081127_AABKKJ' 'sip-files0035.pro'
057d1e7916d98fa364525ae4ce5b4331
3f91dc0f4f5242467f0c36d7ff6979fa375a00a4
describe
'53506' 'info:fdaE20081126_AAAANWfileF20081127_AABKKK' 'sip-files0035.QC.jpg'
0c10f8e00ecd049ef00db609e2c58d67
fe759842831460c6ff84e4d11fe072b02628b3a9
describe
'898596' 'info:fdaE20081126_AAAANWfileF20081127_AABKKL' 'sip-files0035.tif'
f1ec0667585d275e195c92c0688d2e09
f5bbf3e71dcd6982ef44b33ebcb0b34c0a872a5f
describe
'2640' 'info:fdaE20081126_AAAANWfileF20081127_AABKKM' 'sip-files0035.txt'
1169ee025e19f85c408f5bc3e4ec9e62
bd5949d4f57e0f1de57f598f1e26b4b9ca52d78f
describe
'12709' 'info:fdaE20081126_AAAANWfileF20081127_AABKKN' 'sip-files0035thm.jpg'
579edb31037a52d66d5c1bf645ff8aa5
cb548c97752e3e1fcf178f1f5a186fb1d26773e6
describe
'188855' 'info:fdaE20081126_AAAANWfileF20081127_AABKKO' 'sip-files0036.jp2'
2e1515db065995e71de2397275e7aa85
8de3170e51d26e27c7a22050b9e7eb3f3673382d
describe
'164733' 'info:fdaE20081126_AAAANWfileF20081127_AABKKP' 'sip-files0036.jpg'
5b40f51a583ee2489f36968ff77cc16e
2a02f5a789e6e85369cbe7bf5473a58f47f463a2
describe
'77023' 'info:fdaE20081126_AAAANWfileF20081127_AABKKQ' 'sip-files0036.pdf'
8e9dfc02ffbf20c9be95702085cbc9ea
d493e6e4b02544879f610e210d693b10b1546a65
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKKQ-norm-0' 'aip-filesF20081127_AABKKQ-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'64033' 'info:fdaE20081126_AAAANWfileF20081127_AABKKR' 'sip-files0036.pro'
9c4499e245e997b7f45b40f788bbe7c7
8a99c1c20e1db56d69117b21f862503fc2955211
describe
'49117' 'info:fdaE20081126_AAAANWfileF20081127_AABKKS' 'sip-files0036.QC.jpg'
789205a5644bc343ee19fc8cff001abc
fec76bf699b0160c5f30b328442702ce68c05803
describe
'917464' 'info:fdaE20081126_AAAANWfileF20081127_AABKKT' 'sip-files0036.tif'
3ae9b0e4c86f857dbe80310a50dc3a87
1e9009eb3ef4ed06a232e90059753be0b96f4bb9
describe
'2570' 'info:fdaE20081126_AAAANWfileF20081127_AABKKU' 'sip-files0036.txt'
e3661b2c17c804aebc5617822bb74cee
06321a17a80a01eff1e6e96cbd017869bf7acffb
describe
'12037' 'info:fdaE20081126_AAAANWfileF20081127_AABKKV' 'sip-files0036thm.jpg'
50ff8549d3603f90f288bda0b576a54c
36f87a59ed60d41ee868468d721ac3fa11332c04
describe
'51259' 'info:fdaE20081126_AAAANWfileF20081127_AABKKW' 'sip-files0037.jp2'
090dcb38f22db616706df29e6c2818ea
761c959dcf33090664aaf3e35d1414b350b54fd0
describe
'49702' 'info:fdaE20081126_AAAANWfileF20081127_AABKKX' 'sip-files0037.jpg'
431d0e2e6e6eac9830171e74c68eed86
fe56107cdb23a26fdac955b59a5ddfc6f4eb5d36
describe
'21997' 'info:fdaE20081126_AAAANWfileF20081127_AABKKY' 'sip-files0037.pdf'
c720416e6b679528aa0980563eb754af
409bee153a749947439a6a8ebd1b97716839fcc9
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKKY-norm-0' 'aip-filesF20081127_AABKKY-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'17171' 'info:fdaE20081126_AAAANWfileF20081127_AABKKZ' 'sip-files0037.pro'
35929b625eaff18b61386093c6208e56
8a0c715ae60b3108820e22901d6973e6b7940a1e
describe
'16113' 'info:fdaE20081126_AAAANWfileF20081127_AABKLA' 'sip-files0037.QC.jpg'
cbf9592e13ea7cd329a50456747dc4fd
7e67efc0c11795c0c845fdd45954ab42ba66d466
describe
'850964' 'info:fdaE20081126_AAAANWfileF20081127_AABKLB' 'sip-files0037.tif'
e77114589b1a39e932fc9035a66a3abd
a7c69c17b6b15c4f93962f07995cafeb2f9984f9
describe
'815' 'info:fdaE20081126_AAAANWfileF20081127_AABKLC' 'sip-files0037.txt'
f1bdefdcf705f21414ea0b8740dee3dd
2f7cdeb521f1fdff58d64ae516cf5a5e14bf4174
describe
'4680' 'info:fdaE20081126_AAAANWfileF20081127_AABKLD' 'sip-files0037thm.jpg'
1fe8dfd05e6d7091b894882a2c888b93
773a66e120d7933e368dc3087e219671547b06a6
describe
'13772' 'info:fdaE20081126_AAAANWfileF20081127_AABKLE' 'sip-files0038.jp2'
07879fe9c9b48aa4315732f1c8620b20
6cc3f08d4b7029c2f007b7231dd3757da1b914fa
describe
'18282' 'info:fdaE20081126_AAAANWfileF20081127_AABKLF' 'sip-files0038.jpg'
438dd4fce8fafdda4bafee61350edaad
ec16c2f73e556526bc58df41fb0806b56dee13d1
describe
'6719' 'info:fdaE20081126_AAAANWfileF20081127_AABKLG' 'sip-files0038.pdf'
5b31ce78abe7e4019d796940aa5c526e
41af29c340334912d1925f7ff394616258a22a38
'2017-03-09T14:32:03-05:00'
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKLG-norm-0' 'aip-filesF20081127_AABKLG-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'1189' 'info:fdaE20081126_AAAANWfileF20081127_AABKLH' 'sip-files0038.pro'
0da1d817f0115eb0a26617c553998be8
86711bba24375a281d7053825658790fdbcba15e
describe
'5284' 'info:fdaE20081126_AAAANWfileF20081127_AABKLI' 'sip-files0038.QC.jpg'
59a7d79178b3e9aab2494297d85af019
e9273bdc6dcc566c2da982e401aa49e1e183a932
describe
'835392' 'info:fdaE20081126_AAAANWfileF20081127_AABKLJ' 'sip-files0038.tif'
1ffd6fbfaa7dded9ff43b37850cf4f23
91ef0dba89b92a9ddbfa2e80e3501420dcdc0832
describe
'689' 'info:fdaE20081126_AAAANWfileF20081127_AABKLK' 'sip-files0038.txt'
c458621a9300b3dd825d35e60c967c55
a40d5c2f9382197800c99ca2c71978f4bdbf2dd6
describe
Invalid character
WARNING CODE 'Daitss::Anomaly' Invalid character
'1727' 'info:fdaE20081126_AAAANWfileF20081127_AABKLL' 'sip-files0038thm.jpg'
dbb8ea9f65e5f96a9a440c807f8b6c4b
e835d88d4d41f85ae4dbb477cbdc248411c77349
describe
'153168' 'info:fdaE20081126_AAAANWfileF20081127_AABKLM' 'sip-filescopyright.jp2'
083152b6cea5abb0dad19f97f7800844
fd73be20ff77d88d0b5e87d6e8b23ec06dfa153f
describe
'103670' 'info:fdaE20081126_AAAANWfileF20081127_AABKLN' 'sip-filescopyright.jpg'
d028360928b6690b49cfe8211e6bb6a5
db68f5028a78f337081c164d3478ffd3e30a8a09
describe
'71620' 'info:fdaE20081126_AAAANWfileF20081127_AABKLO' 'sip-filescopyright.pdf'
3059a09f9d1bd792ab9be7780a5240b6
0f868156dac3897405775b3256043a94006cf566
describe
'info:fdaE20081126_AAAANWfileF20081127_AABKLO-norm-0' 'aip-filesF20081127_AABKLO-norm-0.pdf'
8cbf40949b8b639101cd4e2c803d9b62
6e3842fc6d7fb92b4cf6a2346c8099c7289050d2
describe
normalize
'35663' 'info:fdaE20081126_AAAANWfileF20081127_AABKLP' 'sip-filescopyright.pro'
6ab95a458fe40b55ef90f428f9f8521c
b44bb6a563a8e5105657d2ae241c06e462b4c5c5
describe
'35083' 'info:fdaE20081126_AAAANWfileF20081127_AABKLQ' 'sip-filescopyright.QC.jpg'
28180ee8185b27af4702a664eb2b5d1b
f0e1d4e0f0dcb1a265ec575f3d87a525ada2ad6d
describe
'1069792' 'info:fdaE20081126_AAAANWfileF20081127_AABKLR' 'sip-filescopyright.tif'
645e960d46002def41c48e3b76e64556
a78641d65c8f88d5b7725b92f9aaca6c9e928978
describe
'1329' 'info:fdaE20081126_AAAANWfileF20081127_AABKLS' 'sip-filescopyright.txt'
15f2bbd34b776d39b92ffb1c4f760b27
b0251f2ed30996bc7ed3d8efa687abc9a6800fa9
describe
Invalid character
Invalid character
'10085' 'info:fdaE20081126_AAAANWfileF20081127_AABKLT' 'sip-filescopyrightthm.jpg'
b0566b6a6e9b9bfb3fa924203ff11cf8
63d705588c1580afc86f43138330df2fe31f906d
describe
'59813' 'info:fdaE20081126_AAAANWfileF20081127_AABKLU' 'sip-filesUF00001209_00001.mets'
e132b4782d2a444c16ac007333214704
7994f269983a658318a757066b0b879ec17141f7
describe
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
'2017-03-09T14:32:37-05:00' 'mixed'
xml resolution
http://www.loc.gov/standards/xlink.xsd
BROKEN_LINK schema http://www.loc.gov/standards/xlink.xsd
TargetNamespace.1: Expecting namespace 'http://www.uflib.ufl.edu/digital/metadata/ufdc2/', but the target namespace of the schema document is 'http://digital.uflib.ufl.edu/metadata/ufdc2/'.
'93107' 'info:fdaE20081126_AAAANWfileF20081127_AABKLX' 'sip-filesUF00001209_00001.xml'
535cbe59399bd7130888c986e713a66a
78d2139b0ac11252d9e09fb5039c6585d85734ae
describe
'2017-03-09T14:32:36-05:00'
xml resolution
http://www.loc.gov/standards/xlink.xsd
http://www.loc.gov/standards/xlink.xsd


xml record header identifier oai:www.uflib.ufl.edu.ufdc:UF0000120900001datestamp 2008-11-06setSpec [UFDC_OAI_SET]metadata oai_dc:dc xmlns:oai_dc http:www.openarchives.orgOAI2.0oai_dc xmlns:dc http:purl.orgdcelements1.1 xmlns:xsi http:www.w3.org2001XMLSchema-instance xsi:schemaLocation http:www.openarchives.orgOAI2.0oai_dc.xsd dc:title Part 2: Hydrologic studies in the Snapper creek canal area, Dade Countydc:type Bookdc:identifier http://www.uflib.ufl.edu/ufdc/?b=UF00001209&v=00001000958572 (ALEPH)AAA0977 (LTQF)AES1382 (LTUF)dc:source University of Florida