LEVEE UNDERSEEPAGE SOFTWARE USER MANUAL AND VALIDATION/67531/metadc303968/... · I * r REPAIR, EVALUATION, MAINTENANCE, AND REHABILITATION RESEARCH PROGRAM TECHNICAL REPORT REMR-GT-13

I

* r

REPAIR, EVALUATION, MAINTENANCE, AND REHABILITATION RESEARCH PROGRAM

TECHNICAL REPORT REMR-GT-13

LEVEE UNDERSEEPAGE SOFTWARE USER MANUAL AND VALIDATION

by

Robert W. Cunny, Victor M. Agostinelli, Jr.

JAYCOR

Structures Division 2732 Washington Street

Vicksburg, Mississippi 39180-4656

and

Hugh M. Taylor, Jr.

Geotechnical Laboratory

DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers

3909 Halls Ferry Road, Vicksburg, Mississippi 39180-6199

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September 1989

Final Report

Approved For Public Release; Distribution Unlimited

me tadc303968

Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000

Under Contract No. DACW39-87-M-1524 Civil Works Work Unit 32274

_

u . . _ ._ _.

, ..

The following two letters used as part of the number designating technical

reports of research published under the Repair, Evaluation, Maintenance, and

Rehabilitation (REMR) Research Program identify the problem area under which

the report was prepared:

Problem Area

CS Concrete and Steel Structures

GT Geotechnical

HY Hydraulics

Problem Area

EM Electrical and Mechanical

EI Environmental Impacts

OM Operations Management

CO Coastal

Destroy this report when no longer needed. Do not return it to the originator.

The findings in this report are not to be construed as an official Department of the Army position unless so

designated by other authorized documents.

The contents of this report are not to be used for

advertising,. publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such

commercial products.

COVER PHOTOS:

TOP - Schematic of levee underseepage. SECOND - Expedient measures for control of high water. THIRD - Sand boil ringed with sandbags to control adverse effects of

underseepage. BOTTOM - Levee erosion due to a combination of underseepage and through

seepage.

Uncla's1 fif fc SECURITY CLASSIFICATION OF THIS PAGE

REPORT DOCUMENTATION PAGE F pp 00188 la. REPORT SECURITY CLASSIFICATION lb. RESTRICTIVE MARKINGS Unclassified

2a. SECURITY CLASSIFICATION AUTHORITY 3. DISTRIBUTION/AVAILABILITY OF REPORT

Approved for public release; distribution 2b. DECLASSIFICATION /DOWNGRADING SCHEDULE unlimited.

4. PERFORMING ORGANIZATION REPORT NUMBER(S) 5. MONITORING ORGANIZATION REPORT NUMBER(S)

Technical Report REMR-GT-13

6a. NAME OF PERFORMING ORGANIZATION 6b. OFFICE SYMBOL 7a. NAME OF MONITORING ORGANIZATION (If applicable)

See reverse.

6c. ADDRESS (City, State, and ZIP Code) 7b. ADDRESS (City, State, and ZIP Code)

See reverse.

8a. NAME OF FUNDING/SPONSORING 8b. OFFICE SYMBOL 9. PROCUREMENT INSTRUMENT IDENTIFICATION NUMBER ORGANIZATION (If applicable) Contract No. DACW39-87-M-1524

US ArmyCorps ofEngineers

8c. ADDRESS (City, State, and ZIP Code) 10. SOURCE OF FUNDING NUMBERS PROGRAM PROJECT TASK WORK UNIT ELEMENT NO. NO. NO. ACCESSION NO.

Washington, DC 20314-1000 32274

11. TITLE (Include Security Classification)

Levee Underseepage Software User Manual and Validation 12. PERSONAL AUTHOR(S)

Cunny, Robert W., Agostinelli, Victor M., Jr.. Taylor. Hugh M.. Jr. 13a. TYPE OF REPORT 13b. TIME COVERED 14. DATE OF REPORT (Year, Month, Day) 15. PAGE COUNT Final report FROM Mir87 TO 87September 1989

16. SUPPLEMENTARY NOTATION A report of Geotechnical problem area of the Repair, Evaluation, Maintenance, and Rehabilitation (REMR) Research Program. Available from National Technical _Information Service, 5285 Port Royal Road. Soringfield. VA 22161.

17. COSATI CODES 18. SUBJECT TERMS (Continue on reverse if necessary and identify by block number) FIELD GROUP SUB-GROUP

See reverse

19. ABSTRACT (Continue on reverse if necessary and identify by block number)

A FORTRAN 77 computer program (LEVSEEP) was developed to analyze levee underseepage on IBM PC compatible microcomputers with an 8087 math coprocessor. The software and associated equipment plots cross sections and piezometer data; calculates seepage flow and substratum pressure; analyzes landside berm, river side blanket, cutoff and relief well control measures; and finally, estimates the construction cost of these alternatives. The results of example computer calculations agree favorably with hand solutions. The procedures for berm and relief well analysis reflect the current CE guidance in EM 1110-2-1913. The method of fragments is used for the analysis of cutoff. Riverside blanket analysis are based on procedures presented in the WES Technical Memorandum 3-424. The products are recommended for practical use by Corps' Districts having seepage problems with flood control levees.

(Continued)

20. DISTRIBUTION / AVAILABILITY OF ABSTRACT 21. ABSTRACT SECURITY CLASSIFICATION ®UNCLASSIFIED/UNLIMITED Q SAME AS RPT. E DTIC USERS Unclassified

22a. NAME OF RESPONI5bLE INDIVIDUAL_._ _. _._ . ... _._. . " . . - .-- - w

22b. TELEPHONE (Include Area Code) 22c. OFFICE SYMBOL

DD Form 1473, JUN 86 Previous editions are obsolete. SECURITY CLASSIFICATION OF THIS PAGE Unclassified

77.. AIA11A<

Unclassified DECUAITY CLAISPICATIOi OF THIS PAGE

6a. NAME OF PERFORMING ORGANIZATION (Continued).

JAYCOR and USAEWES Geotechnical Laboratory

6c. ADDRESS (Continued).

2732 Washington Street, Vicksburg, MS 39180 and 3909 Halls Ferry Road, Vicksburg, MS 39180-6199

18. SUBJECT TERMS (Continued).

Berms Calculations Computer programs

Cutoffs Levees Method of fragments

Microcomputer software Relief wells Riverside blankets

Seepage Underseepage Verification

Unclassif ed SECURITY CLASSIFICATION OF THIS PAGE

PREFACE

This study was authorized by Headquarters, U.S. Army Corps of Engineers

(HQUSACE), as part of the Geotechnical (Soil) Problem Area of the REMR Program

by JAYCOR for the U.S. Army Engineer Waterways Experiment Station (WES) under

Contract No. DACW39-87-M-1524 during the period 3 March through 21 September

1987. The work was performed by part of the Civil Works Work Unit 32274,

"Rehabilitation Alternatives to Control Adverse Effects of Levee Under

seepage," for which Mr. Hugh M. Taylor, Jr. is the Principal Investigator.

Mr. Arthur H. Walz is the REMR Technical Monitor for this study.

The technical work was performed by JAYCOR's Structures Division under

the management of Mr. William J. Flathau. The Principal Investigator was

Mr. Robert W. Cunny. Dr. Paul F. Mlakar provided valuable technical guidance.

Mr. Victor M. Agostinelli, Jr. encoded the computer programs, wrote the

instructions for their use, and made the computer example computations. In

earlier phases of the study, Mr. Walter C. Sherman assisted with the cutoff

analysis, and Mr. Woodland G. Shockley assisted with the relief well analysis.

This report was originally typed and copied by Mrs. Caroline P. Cummins with

the assistance of Ms. Emma C. Young.

This study was under the direct supervision of Mr. G. Britt Mitchell, the

Problem Area Leader, Soils Mechanics Branch (SMB), Soil and Rock Mechanics

Division (SRMD), Geotechnical Laboratory (GL). Mr. Taylor, Jr., was also the

Contracting Officer's Representative from WES during the conduct of the study

and publication of the report. He also incorporated the review comments and

reorganized and consolidated the two JAYCOR reports of validation and user

manual into the present report. General supervision was provided by

Dr. Don C. Banks, Chief, SRMD, and Dr. William F. Marcuson III, Chief, GL.

The report was edited by Ms. Odell F. Allen, Information Management Division,

Information Technology Laboratory.

The REMR Coordinator at the Directorate of Research and Development

HQUSACE, was Mr. Jesse A. Pfeiffer, Jr. Members of the REMR Overview

Committee in HQUSACE were Mr. James E. Crews and Dr. Tony C. Liu. The REMR

Program Manager is Mr. William F. McCleese.

Commander and Director of WES during the preparation and publication of

this report was COL Larry B. Fulton, EN. Technical Director was Dr. Robert W.

Whalin.

1

CONTENTS

Page

PREFACE................................................................ 1

CONVERSION FACTORS, NON-SI TO SI (METRIC) UNITS OF MEASUREMENT......................................................4

PART I: INTRODUCTION................................................ 5

PART II: GENERAL COMMENTS.................................................8

PART III: PROGRAM EXECUTION........................................... 9

Cross Section..................................................... 11 Geotechnical Information.......................................... 11 Piezometer Locations...................................................11

Piezometer Readings....................................................11 Costs............................................................. 12

PART IV: GRADIENT AND SEEPAGE CALCULATIONS...............................13

Initial Conditions....................................................13

Piezometer Data................................................... 13

PZ Plot........................................................... 13

PART V: CONTROL MEASURES AND COSTS......................................14

Berm.............................................................. 14 Riverside Blanket.....................................................14 Cutoff............................................................ 15 Relief Well....................................................... 15 Cost Summary...................................................... 15

PART VI: DBASE ACCESS....................................................16

PART VII: SUMMARY OF RESULTS, CONCLUSIONS, AND RECOMMENDATIONS........ .... 17

REFERENCES............................................................. 18

APPENDIX A: NOTATIONS.....................................................Al

APPENDIX B: EXAMPLE PROBLEMS..............................................B1

Computer Output Cross Section 5 Using Keyboard Input, All Control Measures and Cost Summary....................................... B2

Computer Output Cross Section 6 Using Existing Data Files, Relief Well Analysis................................................ B42

Computer Output Cross Section 7 Using Existing Data Files, Rock Island Example................................................. B54

APPENDIX C: VALIDATION................................................ Cl

APPENDIX D: DEFAULT UNIT COSTS............................................D1

APPENDIX E: HAND CALCULATIONS AND COMPUTER PRINTOUTS.....................El

Cross Section 1................................................... E2 Cross Section 2................................................... E27 Cross Section 3................................................... E56 Cross Section 4................................................... E95 Cross Section 5................................................... E126

2

Page

Cross Section 6......................................................E167 Cross Section 7................................................... E182

COMPUTER DISKS ATTACHED

3

CONVERSION FACTORS, NON-SI TO SI (METRIC) UNITS OF MEASUREMENT

Non-SI units of measurement used in this report can

(metric) units as follows:

be converted to SI

Multiply

cubic yards

feet

gallons (US liquid) per minute

inches

pounds (mass) per cubic foot

square feet per second

By

0.7645549

0.3048

.006309

2.54

16.01846

0.09290304

To Obtain

cubic metres

metres

cubic metre per second

centimetres

kilograms per cubic metre

square metres per second

4

LEVEE UNDERSEEPAGE SOFTWARE USER MANUAL

AND VALIDATION

PART I: INTRODUCTION

1. Levee underseepage has been identified by the Corps of Engineers

field personnel to be one of the high-priority soils-related problems being

addressed in the Repair, Evaluation, Maintenance and Rehabilitation (REMR)

Research Program (Scanlon et al. 1983). Seepage control measures include

landside berms, riverside blankets, cutoffs, and relief wells. The technical

guidance concerning these measures appears in Engineer Manual (EM) 1110-2-1913

(1978) and US Army Engineer Waterways Experiment Station (WES) (1956). Early

in 1985, Corps' field personnel indicated a specific need for a user-friendly,

microcomputer-based analytic tool for use in analyzing these control measures.

2. On 26 June 1985, a contract was awarded to JAYCOR to develop levee

underseepage analysis computer programs in accordance with the following

tasks:

a. Adopt an existing plot program for a mainframe computer to a personal computer.

b. Extend the program to have additional plotting and calculating capability for underseepage analysis.

c. Develop a program capable of calculating the effect of various control measures on levee underseepage performance.

d. Develop a data base to store graphic and tabular information generated by the programs.

e. Develop a program to compute construction quantities required for landside berms, riverside blankets, and cutoff control mea

sures and calculate costs for each measure.

f. Validate the programs with hand calculations and produce a user's guide for the programs.

The work described above was completed and reported to the WES (Cunny, Mlakar,

and Agostinelli 1985).

3. In 1986 the need to expand the Levee Underseepage Analysis Program

to include the analysis of relief wells for underseepage control was recog

nized. On 28 July 1986, a contract was awarded to JAYCOR to develop a relief

well analysis computer program in accordance with the following:

a. Develop procedures for analysis of infinite relief well systems for levee underseepage control.

5

b. Incorporate the procedures for relief well analysis into the programs CONTROL and COST of the Levee Underseepage Analysis Program (Cunny, Mlakar, and Agostinelli 1985).

c. Validate the program with hand calculations and produce a report of validation and a user's guide for the program.

The work described above was completed and reported (Shockley et al. 1986).

4. In 1987 the WES authorized JAYCOR to combine the results of the

previous 2 years work and make the following modifications and additions:

a. Input into a common file all general data for analysis of each of the control measures.

b. Rewrite the graphical output to use Micrographics Compatibility System library of subroutines (WES 1979) in lieu of the Micro TEMPLATE library.

c. Add an example problem representing a case history from the US Army Engineer District, Rock Island and add procedures used by the District for calculating berm dimensions.

In addition, the following items of an editorial and/or technical nature have

been incorporated in this work:

a. The program has been completely reorganized to make solutions

more direct and to improve the program's user friendliness.

b. Plot routines have been added for berms and blankets.

c. An option for calculating the transformed permeability of the

top stratum has been added.

d. An option to calculate allowable gradients based on submerged

unit weight and factor of safety has been added.

e. The minimum berm thickness has been changed from 6.2 to 5.0 ft.*

f. A default value of $3.75 for unit cost of a sand berm has been added.

g. A single page summary of cost for various control measured for

any one cross section has been added.

h. The total depth of cutoffs and relief wells has been corrected

to include actual thickness rather than transformed thickness of

the top stratum.

i. The procedure for calculating the thickness of a shortened berm was corrected to include a modified equation for uplift pressure.

j. The procedure for calculating entrance and exit distances was corrected for relief well analysis for the case of no top stratum.

* A table of factors for converting non-SI units of measurement to SI

(metric) units is presented on page 4.

6

k. Printed output is limited to significant figures, and wraparounds have been eliminated.

1. A routine has been added to determine that the thickness of a berm will not be so great that the berm slope will not intersect

the landside levee slope.

5. The computer program developed in this effort, LEVSEEP, is written

for the IBM PC and compatible computers using the MS DOS operating system

(Microsoft Corporation 1983). The language used is Microsoft FORTRAN 77

(Version 3.31) (Microsoft Corporation 1984). Graphical displays are created

using Micrographics Compatibility System (Version 3.1) library of subroutines

(WES 1979). The key factors describing seepage flow and substratum hydrosta

tic pressures calculated by the program are saved in files which are compati

ble with the DBASE II or III software (Ashton-Tate 1984).

6. This report is a manual containing detailed instructions for the use

of the program LEVSEEP. Parts II and III offer general comments and rules,

respectively, for effective use of the program capabilities. Instructions for

input data, gradient and seepage calculations, and control measures and cost

options are included in Parts IV and V. Part VI provides the steps to access

the output files through DBASE, and Part VII gives a summary of the report.

Appendix A documents the notation. Three example problems illustrating the

use of these options are included in Appendix B. Appendix C describes the

analytic procedures for calculating levee underseepage and its control, and it

demonstrates example computer solutions and hand computations. Default unit

costs are given in Appendix D. A comparison of hand calculations and computer

calculations are given in Appendix E.

7

PART II: GENERAL COMMENTS

7. In order to facilitate the analysis for control of levee underseep

age, this software emphasizes menu-driven control, individual displays of

results, summary displays, default values, and graphical output wherever

necessary. In addition, the program has been structured to allow for re-entry

of the data. Calculations may be done in any order; additional input may

sometimes be prompted for further computations.

8. Attention was given to include as much identification as possible on

both graphical and textual output displays to avoid confusion in identifying

results. Graphical output may be sent to the screen, a Hewlett-Packard

plotter, or a printer.

9. Notations used in this report are consistent with that in EM 1110

2-1913 (1978) and are shown in Appendix A. Supplemental computer notations

are also listed in Appendix A.

8

PART III: PROGRAM EXECUTION

10. General guidance for program execution is as follows:

a. LEVSEEP operates with four principal menus with appropriate options as follows:

(1) Levee Underseepage Main Menu.

(a) Set up system for plotter.

(b) Input data.

(c) Gradient and seepage calculations.

(d) Control measure and cost.

(e) End program.

(2) Input Data Menu.

(a) Cross section.

(b) Geotechnical properties.

(c) Piezometer locations.

(d) Piezometer and pool readings.

(e) Control measure unit costs.

(f) End input.

(3) Gradient and Seepage Calculations Menu.

(a) Initial conditions.

(b) From piezometer data.

(c) Piezometer plot.

(d) End calculations.

(4) Control Measure and Cost Menu.

(a) Berm.

(b) Riverside blanket.

(c) Cutoff.

(d) Relief well.

(e) Cost summary.

(f) End.

b. Additional menus, many of which are illustrated in Appendix B,

are used when appropriate options are called. However, additional menus not shown in Appendix B will come in if an appropriate response is given to a programmed question. For example, if the response is "Y" to the question "Calculate

zbl', kbl ,'zbr br 'ir zt , and z1 ?", an additional menu and

library of information come into play for the calculation of

the transformed thickness and permeability of the top stratum.

9

c. For menu selection, enter only the number of the choice.

d. For question prompts, enter only 'Y' or 'N'; capital letters are required.

e. To select default values, press ; a without a default value will result in an undefined value unless input is made from keyboard.

f. All output is paused until a key is pressed. Graphical output concludes at the beep.

$. File names may be up to 25 characters (allows for path and/or drive names).

h. If a file already exists, saving to that file will overwrite existing data.

i. If a file is not found, an error message is printed and control

goes back to the program.

j. Always run Initial Conditions Option under the Gradient and Seepage Calculations Menu before running berm, blanket, cutoff, or relief well control measures.

k. On execution, the default plotter environment is 1,200 baud and serial port 1. Thus, the DOS command "MODE COM1 : 1,200, N, 8, 2, P" should be executed before LEVSEEP and the plotter switches should be set to 1,200 baud. Other serial ports and baud rates may be selected through option "0" of the Levee Underseepage Main Menu. In this case, the corresponding MODE command must be executed as described in the DOS manual, and the switches must be set appropriately as described in the plotter manual before executing LEVSEEP.

11. Each of the calculation options require certain input. The follow

ing tabulation shows which inputs are required and which are optional for Gra

dient and Seepage Calculations and Control Measures and Cost Menus:

Piezometer Control Cross Geotechnical Locations Measure

Option Section Properties and Readings Unit Costs

Gradient and Seepage Calculations Menu

1. Initial conditions Optional Required NA NA 2. From piezometer Optional Required Required

data NA 3. Piezometer Plot Required Optional Required NA

Control Measure and

Cost Menu

1. Berm Optional Required NA Optional 2. Riverside blanket Optional Required NA Optional 3. Cutoff Optional Required NA Optional 4. Relief well Optional Required NA Optional

10

If required input is not present, the program will prompt the user to supply

it.

Cross Section

12. When inputting cross-section points landward of the levee, values

are assumed to be less than riverward values. Commonly, the center line of

the levee is taken to be zero so that negative values would represent points

landward of the center line and positive values riverward.

Geotechnical Information

13. When entering geotechnical input, observe the following rules:

a. All numerical input must be less than or equal 10 characters.

b. If the length of the landward top stratum, L3 , is infinite, enter 'INFINITE.'

c. If a default value is not listed, will cause the value to remain undefined and may cause unpredictable results

in calculations requiring that value.

d. Special geotechnical input is not required for the cutoff anal

ysis. However this option was left on the menu for potential program expansion.

e. By choosing to explicitly enter kb when calculating zbl '

zbr ,zt , z , kbl , and kbr , the default choice of kb

is disabled and the user is prompted for kb.

Piezometer Locations

14. The piezometer location input is used for one-time entry of piezom

eter data. The same piezometer information may be used in conjunction with

any number of files with piezometer and pool readings.

Piezometer Readings

15. Piezometer readings and pool readings are input with their corre

sponding data. Each piezometer reading is identified by the piezometer

number. This name must correspond exactly to the piezometer name entered

under piezometer locations.

11

Costs

16. Prompts asking for cost input will default to the indicated cost.

If no default, the user, by hitting , will cause the cost to remain

undefined as in the pervious berm prompt or cause the computer to prompt the

user again for some value as in the relief well costs. The user is prompted

for the cutoff unit cost as a function of depth. The last unit cost corre

sponds to all depths beyond the previous one. After costs have been given by

the user, they may be saved to a file for future program execution. These

costs may be retrieved from this file instead of entering them from the key

board again.

12

PART IV: GRADIENT AND SEEPAGE CALCULATIONS

Initial Conditions

17. This option only prompts the user for the graphics device driver if

a cross section is present and for the choice of whether to save output to a

DBASE compatible file.

Piezometer Data

18. Initially, the user is asked to choose from the displayed list of

dates for which piezometer and pool readings were entered. After a date is

chosen, seepage calculations are made based on the piezometer readings. All

other prompts are the same as those for the Initial Conditions Option.

PZ Plot

19. This option produces a plot of piezometer and pool readings. The

user is prompted for one of the listed dates for which readings were entered

and for the graphics output driver.

13

PART V: CONTROL MEASURES AND COSTS

20. The presence of control measure unit costs is checked so that the

user may input unit costs before going through control measure calculations.

In addition, choices of graphics output drivers and whether to save data to a

DBASE accessible file are necessary.

Berm

21. The following prompts occur for berms:

a. Minimum and maximum berm widths must be chosen by the user. Default widths are given.

b. When a creep ratio is needed for standard Corps calculations, the user is asked for the soil type with a default creep ratio of 8.5 for that of very fine sand or silt.

c. If the berm fails the thickness check, a message is printed indicating that the berm failed.

d. Refer to blanket responses if a blanket is calculated.

e. If a Rock Island berm option is selected, the user is asked for a creep ratio with a default value of 10.

Riverside Blanket

22. When calculating blankets, the user is asked for the following

responses:

a. In order to determine blanket type, the user is asked to indi

cate the presence of a borrow pit.

b. The value of x is checked against L1. If x or L is -r 1. r B less than the distance to the river, calculations are valid for this case and the calculations will continue.

c. If a borrow pit is indicated, a value of zbr must be chosen for the borrow pit.

d. In the case of no natural riverside top stratum, one of two blankets may be calculated: (1) uniform thickness or (2) triangular section.

e. At some point in the calculations, the user is prompted for some combination of LB , kB , or kBb and zB or zBb input. When given a choice, the user enters the menu option of

the variable or variables that he would input. The others are calculated when possible.

14

f. When choosing the input LB and kb or kBb or zB or

ZBb , trial values may be entered in order to observe the

effects on the other results. Having decided on a value, the user enters and proceeds to enter his choice for the remainder of the calculations.

Cutoff

23. Only the d id ratio is required from user input. C

Relief Well

24. If the Relief Well Option is chosen, the user is asked for the

number of layers in the pervious foundations. If a multilayer system is pre

sent, the horizontal permeability and thickness are prompted for each layer.

If only one layer is indicated, those values are retrieved from the geotechni

cal input.

Cost Summary

25. This option is simply a summary sheet of cost calculations. It has

no inputs.

15

PART VI: DBASE ACCESS

26. To access any of the output files, they must first be labeled with

the extension .TXT. DBASE is then entered as described in the DBASE Manual.

First, a data base must be set up using the DBASE command CREATE. The field

widths used are as follows:

PROJECT , C , 30

STATION , C , 10

DATE , C , 10

TIME , C , 10

ID , C , 10

XI , C , 10

X3 , C , 10

M , C , 10

I , C , 10

QS , C , 10

H , C , 10

VB , C , 10

VRB , C , 10

DC , C , 10

IAVG , C , 10

IE , C , 10

P , C , 10

ASEL , C , 10

WBAR , C , 10

QW , C , 10

CWS , C , 10

Next, the user must append the files to the data base by using the APPEND

command as follows:

APPEND FROM SDF DELIMITED

Each output file must be individually appended to the data base.

16

PART VII: SUMMARY OF RESULTS, CONCLUSIONS, AND RECOMMENDATIONS

27. A computer program has been developed to analyze levee underseepage

on IBM PC and compatible microcomputers. The software and associated equip

ment plot cross sections and piezometer data; calculate seepage flow and sub

stratum pressure; analyze landside berm, riverside blanket, cutoff and relief

well control measures; and estimate the construction cost of these alterna

tives. The results of example computer calculations agree favorably with hand

solutions. The products are recommended for practical use by Corps' Districts

having seepage problems with flood control levees. It is recommended that

future work includes development of an economical procedure for the analysis

of cutoffs which is reasonably accurate in all cases of practical interest.

Also, the potential economies of using combinations of control measures should

be studied.

17

REFERENCES

Ashton-Tate. 1984. "DBASE II, Version 2.41," Ashton-Tate, Culver City, CA.

Bathe, K. J. 1982. Finite Element Procedures in Engineering Analysis, Prentice-Hall, Inc., Englewood Cliffs, NJ.

Conroy, P. 1984. "Computer Program for Relief Well Design According to TM 3-424," US Army Engineer District, St. Louis, MO.

Cunny, R. W. 1980. "Documentation and Analysis of Rock Island Underseepage Data," Technical Report GL-80-3, US Army Engineer Waterways Experiment Station, Vicksburg, MS.

Cunny, R. W., Mlakar, P. F., and Agostinelli, V. M., Jr. 1985. "Development of a Levee Underseepage Analysis Program," Report No. J650-85-002/5370, JAYCOR, Structures Division, Vicksburg, MS.

Harr, M. E. 1962. Ground and Seepage, McGraw-Hill Book Company, New York, NY.

Headquarters, Department of the Army. 1955. "Relief Well Design," Civil

Works Engineer Bulletin 55-11, Washington, DC.

. 1978. "Engineering and Design, Design and Construction of Levees," Engineer Manual 1110-2-1913, Washington, DC.

. 1980. "Hydraulic Design of Reservoir Outlet Works," Engineer Manual 1110-2-1602, Washington, DC.

Microsoft Corporation. 1983. "Disk Operating System, Version 2.10," International Business Machines Corporation, Boca Raton, FL.

. 1984. "FORTRAN 77, Version 3.20," International Business Machines Corporation, Boca Roton, FL.

Scanlon, J. M., Jr., McDonald, J. E., Jr., McAnear, C. L., Hart, E. D., Whalin, R. W., Williamson, G. R., Mahloch, J. L. 1983. "Repair, Evaluation, Maintenance, and Rehabilitation Research Program Development Report," US Army Engineer Waterways Experiment Station, Vicksburg, MS.

Shockley, W. G., Cunny, R. W., Mlakar, P. F., Smith, W. G., Agostinelli, V. M., Jr. 1986. "Development of a Levee Underseepage Analysis Program to Include Design of Relief Wells, Volume I: Validation," Report No. J650-86-001/1372, JAYCOR, Structures Division, Vicksburg, MS.

US Army Engineer Division, Huntsville. 1986. "Corps of Engineers Training Course, Seepage Analysis and Control for Dams," prepared for US Army Engineer Waterways Experiment Station, Vicksburg, MS.

US Army Engineer Waterways Experiment Station. 1956. "Investigation of Underseepage and Its Control, Lower Mississippi River Levees, Volume I," Technical Memorandum 3-424, prepared for Mississippi River Commission, Vicksburg, MS.

. 1973. "Computer Program H2030-Discharge in Pressure Conduits Using the Darcy-Weisbach Formula," Vicksburg, MS.

. 1979. "Graphics Compatibility System (GCS) Programmer's Reference Manual," Automatic Data Processing Center, Vicksburg, MS.

18

APPENDIX A: NOTATIONS

a Well spacing

a 1 Selected well spacing

B cB Constant for artificial riverside blanket where cB =

k zBD

cBb Constant for riverside blanket and natural riverside top stratum

kb 1/2 where c =Bb =

kbBb/ k f z~ bk 1 / 2

cbl Constant for natural landside top stratum where cbl = k

k fzb1D

b I r 1/2

cbr Constant for natural riverside top stratum where cb= -/ r k zbrD

Cw Lane's creep ratio kzbD

d Thickness of layered pervious substratum

d Thickness of individual layer in pervious substratum

do Depth of cutoff

d' Transformed depth of cutoff c D Thickness of single layered pervious foundation

D,d' Transformed thickness of pervious substratum

D Inside diameter of well screen and riser pipe p f Resistance coefficient for flow in pipe

Ft Transformation factor

FS Factor of safety

ha Allowable (net) head beneath landside top stratum

hb Height of berm intercept on levee landside slope = m t/(m - m2

h Friction head loss in 100 ft of pipe

h Hydrostatic head beneath top stratum at landside toe of levee without 0

seepage control measures

h' Hydrostatic head beneath top stratum at landside toe of levee with 0 berm

H Net head on levee, or height of flood stage above average low ground

surface or tailwater landward of levee

H Gross average head in plane of wells av He Entrance head loss through filter and well screen

Al

He Height of well top above tailwater

H Head midway between wells m

Hr Friction head loss in riser pipe

H Friction head loss in well screen s

H Total hydraulic head loss in well

H Velocity head loss in well v

i Upward gradient at landside toe, h /z 0 t

i Allowable upward gradient at landside toe of levee for riverside a blanket design

icr Critical gradient through landside top stratum

cr Allowable upward gradient at landslide toe of berm

i Allowable upward gradient at landside toe of levee

J Percent reduction in seepage flow beneath levee

k Coefficient of permeability

kB Permeability of artificial riverside blanket

kBb Average combined vertical permeability of riverside natural top stratum and artificial blanket

k Permeability of pervious foundation

kfh Horizontal permeability of pervious stratum

kfv Vertical permeability of pervious stratum

\l/2 k Transformed permeability (kfh x kfv)

1 Permeability of landside top stratum

r Permeability of riverside top stratum

khn Horizontal permeability of individual stratum

k Vertical permeability of individual stratum

kt Vertical permeability of landside seepage berm

L1 Riverward extent of top stratum measured from riverside levee toe

L2 Base width of levee and impervious berm, if present

L3 Landward extent of top stratum measured from landside levee toe

L4 Extra entrance length for Rock Island berm design = 0.44 D

LB Width of riverside borrow pit and/or required length of artificial riverside blanket

LBq Width of riverside blanket required to reduce seepage

m1 Average landside slope of levee

m2 Berm slope

m3 Slope at berm toe, or toe of triangular riverside blanket

A2

m4 Average riverside slope of levee

ms Slope of triangular riverside blanket

M Slope of hydraulic grade line

N Number of layers in pervious foundation

P Effective penetration of well screen into pervious foundation

Q Total amount of seepage passing beneath levee per 100 ft of levee station

Well discharge

%des Desired well discharge to achieve flow reduction J

r Effective radius of well w R Reynolds number e s Distance from the landside toe of the levee to the point of effective

seepage entry, x1 + L2

t Required thickness of landside seepage berm at toe of levee

VB Volume of berm per 100 ft of levee station

VRB Volume of riverside blanket per 100 ft of levee station

w Actual length of well screen in pervious foundation

xl Effective length of riverside blanket

x3 Distance from landside levee toe to effective seepage exit

x Required effective length of riverside blanket to reduce hydrostatic pressure

xrg Required effective length of riverside blanket to reduce seepage

X Berm width

XI Width of impervious berm

XSP Width of semipervious berm

X Width of sand berm

X Width of pervious berm with collector pipe

z Total thickness of top stratum

zB Thickness of artificial riverside blanket

zBb Total effective thickness of natural and artificial riverside top

stratum

zbl Transformed thickness of landside top stratum

zbr Transformed thickness of riverside top stratum

zl Total thickness of landside top stratum

zln Thicknesses of individual layers (n layers) in landside top strata

z Total thickness of riverside top strata r

zr Thicknesses of individual layers (n layers) in riverside top strata

a

ta

A3

z Total thicknesses of riverside top strata r

zrn Thicknesses of individual layers (n layers) in riverside top strata

zt Critical thickness of top stratum

S Shape factor of generalized cross section of the levee and foundation

y' Submerged unit weight of landside top stratum soil

e Coefficient of pipe roughness

0av Average uplift factor

0m Midpoint uplift factor

v Viscosity of water at a given temperature

Form factor used with method of fragments m

SUPPLEMENTAL COMPUTER NOTATIONS

BF Backfill

DD Transformed thickness of previous substratum

DRP Drilling through previous foundation cost

DRT Drilling through top stratum cost

FL Filter cost

FSB Factor of safety for berm analysis

FSW Factor of safety for well analysis

lOB Allowable gradient at landside levee toe for berm analysis

LTE Landside toe elevation

LTO Landside toe offset

M3B Slope at berm toe

M3R Slope at triangular riverside blanket toe

RP Risen pipe cost

RTO Riverside toe offset

SUBWT Submerged unit weight of top stratum

WC Well cover cost

WD Well development cost

WS Well screen cost

$ Shape factor

A4

APPENDIX B: EXAMPLE PROBLEMS

This appendix contains sample executions of LEVSEEP on cross-section

examples 5, 6, and 7. They are presented to guide initial and infrequent

users in analyzing practical seepage problems. The example run for cross

section 5 assumes that no data files exist, and the runs for cross sections 6

and 7 use data files that have been entered previously. Selected plots are

included to illustrate the capability of the plot routine.

B1

Computer Output Cross Section 5 Using Keyboard Input

All Control Measures and Cost Summary

B2

Cross Section 5, Main Menu, Input Data, Cross Section

2J _...:. ... E -7j( fit I..' n 1

LEV;EE UNDEREEPAG= F\. _E a :[IN ME NU

o.w. (3ET UP 1 IY.TE1 FOR PLOT.1.T.ER

I. INIPU AIT)F a 2. F D IETi AN(FL) EEP E C::: 3E.(f t l._iJLUL.ATI.NC'H

3. NI C Ri:TR L Era!3UREAND 41 LCJ;:T

4 END F FPROGRFaM

Eii TEE:R IJINUMJE ER Fu 0 CH iCE: -- :: 1 2J 09-21-E17 0 L. ::... .

f INP'UrDaT 1E ENU

1. CR( n :: 1sECT F O T N

3. P'I E z MiETER L.OCmTI 0NS 4. I-IEZOHETER AND POOL RE aD1I Ntj 5.. CONTiR0L MEASURE UNI T COSTS 6. END INPUT

LNi ER NUBIJIIE(ER OF CHICE== 1

2-:C3y3-. 09--21-1 r7N I NF::U'

CRO5E- 9ECTIO I 01iNPUT

Ib :C (J-E T I N i (- : D) aTa F i LE9?' (Yr' / I) N EITERf #::J L IIES I N CROSS -- ECT ION ===>

L.. INE :i t :1

EN EI 1: OF P(I:NTIS FFOR JLNE (XY=-1 F'.I ) = = EIT ER PC0 INT S ( X , Y 'FORm ) LOOK ING LEiF TO Il fI LA NIE'U 1)I21 TI ITHE LEF AN: R( I) v~.IVE9:R S IIDE 0 T . T tHE (IGFT

-- 1 (0. 164. 5

..... J. , .1./ 8

10,2:1.

11 c ), 1 7,

:20t) ,., ' 4.

4 t t , 1. '

B3

Cross Section 5, Input Data, Cross Section

1. 200, 1. 5 7 1 2 1, 1 64.

1(00, 164. 5 2J 9-2 -.97

I NE: *t

ENTE 1. E j OFj: 1 oPC I NIS FOR L. uuIEF . (X. P«.FT.) _= E IER l I i sii I : (,X,Y F RMiv


2J .?-21.-87 1 " ..: 4

CROSS-SECTION

# OF LINES = 5

.1 OFiF PUINIS IN LINE 1 = 14

x Y

--1600 . C , 164. 5 -400. o, 164. 5 --390.C, 168. 0 -125.0, 178.0

-- 10. C), 201.,: 10. 0, 201.3

1 10. C} , 170. 0 19(.O,, 167. 5 2 .O) c), 164.5 400. 0, 164. 5 401. .0, 157. 0

1 200. 0 , 157.0 1201.. , 164. 5 1600.0C), 164. 5

# OF P:I3NTS IN L I:(NE: 2 5

x Y

-00. C), 153. 00. , 153.0

201. 0, 151. C 400..0, 151.0 4.01.o, 157.C)

t OF POINTS IN LINE 3=- 3

X Y

120(s). 0, 157.0 :120:1.,.0, 151.0

1 600. 0, 151. 0

B5


1: 1 UF [P.LJ INTS I N LINE

x Y

*-t)() ~(t.)i64. : 113.0

:I:1. CJF rU:Pi NTS I N L. INE

x Y

-16 C). , 113.) .11. o

2 ()9,2-. 7

ro Y U.J W fiNl' ii SE1E f;[RH:I.7y (Y!/H-) Y . ::J )9-- 2 1 --87

1 ' :) : :: I

I)CEY I CL1 : VF(IVER MNlU

I. SCREEN (640 2(:0 MUNRNEII(:i1 GTRtPIC ') I lJL.E F LOTT I *F4CF U ( ... F

ENERL NUMBER C1_ OF t NCHI C =::

COMPUTF!. IER ,woRI. 1.NG .,.. ..

B6

r.=


D's-1533 -1008I -533

2J .19. 87

DEVICE DR:vE:R MENU

i . SCREEN (64Cx 20o MNUCHR

Cross Section 5, Input Data, Geotech Properties

2J 09--21-.-87

GEOTECH FPROPE:RTIES INFJT

DOES FILE WITH GEOTECH PROPERTIES EXIST'? (Y/N) N 2J 09-21-87 10: 2 : '7

IF DATA IS INFINITE, ENTER "INFINITE"

PROJECT NAME (MAX=30 CHRS. ) == :PRkOG- R .AMYDEVELPIiIHEN1 STATION NUMBER (MAX=10 CHRS. ) ==> [X-SECT . LT E . LANDSII)E TOE ELEVATION (FT) ===> 164.5 LTO : LANDSIDE TOE OFFSET (FT) => 40o RTO : RIVERSIDE TOE OFFSET (FT) ===:>2oo H NET HEAI) ON LEVEE (FT) === =29. 8 Li R I VERWARI) EX TENT OF TOP STRATUM MEASLJRE[) FROM

RIVERSIDE LEVEE TOE (FT) ===> 200 L.ANDWARI) EXTENT OF TOP STRATUM MEASURED FRON LANDSIDE L..EVEE TOE (FT) ===> 400

ENTRANCE (OPEN / 81OC::ED) -==>OPEN EXIT (OPEN/ ELOC::ED) L===> .: LOCEI.) SU3WT: TOP STRATUM SUBMERGED WEIGHT (LBS /CU FT)

(D:EFAULT=50):===>23 09--2. 1-87 : 24:46

C A LCULATEAE E:::F1=, D, A-NDI) DD? (Y/N) N (aVERA3E HORI ZONTAL COEFFICIENT OF FERHEABII..1 ( CM/ S) (DEFAJLT=0. 125) ==..2

DD PERVIOUS SU8STRATUM EFFECTIVE THICK:::NESS (FT) :-:.

I) : PERVIOUS SU3STRATUM ACTUAL DEPTH (FI) = 40 23 09--21-87

CALCULATE Z3L, ::JL, ZIR, F:ER, ZT, AND ZL.? (Y/N) N Z8L : EFFECTIVE THICKNESS OF LANDSIDE

TOP STRATUM (FT) => ::.L_ : LANDS IDE TOP SiRATU PERNME I L I TY(/8) ===. ZBR : EFFECTIVE' THICKNESS OF RIVERSIDE

TOP STRAW TUM (F T)==> T:::BR : RIVERSIDE TOP STRATUM PERMEAEU L I TY (LM/ S)

Z T : EFFECTIVE THICKNESS FOR UPLIFT (FT) ZL : TOP STRATUM THICKNESS (FT).=>

11,5

1. 4 1 4

B8

1. (.) :: 1.

Cross Section 5, Input Data, Control Measure

2J 09-21-...87

CONTROL. MEASURE I NFLUT

LN. ERI INPUT 2. EL A N ::: E T INPUT

3. CUTOFF INPUT 4. WELL INPUT 5. END OF CONTROL MEASURE INPUT

ENTER NUMBER OF CHOICE ===>18 2J 09-21--87

BERM INP:U:T

DO YOU WANT TO CALCULATE (0? (YIN) N

I11 LEVEE LANDSIDE TOE ALLOWABLE 1JPWARD RADfFIENI ( DEEF UL T=0. 3) ==

I1 :E:ERM LANDSIDE TOE ALLOWABLE UPWR G)RAk( Dtr N I (DEFLLT=0. 8) ==

MI : LANDSIDE SLOFE OF LEVEE ==.:-. 07b M3a : SLOPE AT BERM TOE (DEFAULT=0. 25) 23 09-21-87

CONTROL MES1JRE INPUT

1. EERII INPUT 2. L3LAINKET INPUT

3 CUTOFF INPUT 4. WELL INPUT 5. END OF CONTROL MEASURE INPUT

ENTER NUMBER OF CHOICE ===> 2 2J 09--21--87

RIVERSIDE 0LANKET :NPLJT

A :BLAN::.ET LANDSIDE TOE ALLOWA43L.E UPWARD GRADIENT (DEFAULT=0. 7)

M3R : SLOPE AT TR I ANGULAR RIVERSIDE L.ANKET TUE (DEFAULT=0. 25) ==

M4 :AVERAGE RIVERSIDE LEVEE SLOPE =.:: 0. 19

B9

.1 2 : I2

S: 2(): 09

1: (..:.t3t

1 : , 3


2 '9--21"--87 IJ. " K . -:24

CONTROL ME sLURE: INPJUT

1.. 3ERd1 I NPUT :2.. J:LA NI::ET INPUT

CUT-OF:F INFJT 4. WELL INPUT 5, END OF CONTROL. MEASURE I NiJT

ENTER NUMBER OF CHICE ===>t3 23 09--21-87 :1.:2 ::3

CUTOFF I NFUT

NO SPEC IFa L I NPUTS REQU I REI)

23 09-- 21-87 :1F0:'. 2 :

CONTROL MEASURE INPLJT

1 . ER J.: I : FNP IJT 2.'. EIL.aNK::ET INPU1.T

.. CUTOF-F I NPUT 4j.. WEJI:LL. I[NPUt'T

tEND F CONTROL. ME (- SURE I NP'UT

2 I --E-I-: 2 1-M 1F (Jr '4C ) : (E ------ :: 4

REL. I EF WELL I NPLJ

D)0 YOU LWLANT lTO CAs LCULATE i:OW? (Y(V/ N) N

: OW : LEYEE L.AN1)SI DE TOE aL.L.OW-d3LE UFWRDfi1 .DF ET(:d) I j1* (DEF AUL T=-0. 53)

RN EFFCTr I YE WELL. RDU irIU (FT)

DP INSIDE DIAMETER OF WELL 'PIPEI (FT) (DEFALL.T=:::. 67) -- *-.

RUFF :COEFF I(2I ENT OF FI PE ROULJGlINESS ST"AI NLE3S STEEL. ............ o) .00

6ALVAIN I ZED STEEL........., 0..OC) PL. 9 ASTIC, y .. VC.. ............ .C)0) :1

VI S(:2 VISCOBITY OF WAE (JFT*AL/SEC) ( DEF UL T=e0. OC'C( .121) A~ V 6( F

H(. JEL I T(J' HE I GHTF E. ABOVE TA I L..WATER (FT) ( I)EFAI JLI= . 3:3) ===>*:_

B10


23 )9--2j-97

CONTROL. MEA:RiJE: INPFu

1. n ERM.FU1 I NPlTJr 2. SL_. NE::.T :NPUT 3. CUTOFF INPUT 4. WELL.. I NfUT

END OF CONTROL MESLRE I NPLJT

ENTER NUMBER OF CHO I CE ===.>.. 23 ()9---- 3--7

Do YOU WANT TO SAVE:: TH I. S L..EVEE )DAT.A? (Y'/i) N 2J 09-21--8-7

PRO[J ECT NAME : PROGlRAM DI:E VE:LCPME:NT

GNT.ORAIRON :X-..CETr

C3ENER~L CON\TRUL M1EASULRE I NFUT JDATA

L)4.. i 298

L.. = 200 L3 =: O.

FT F.

FT: RTO =*C 200

FT 1

FT FT F T

F r FT

40 :1 :L . 5 1 . 11.5 14

ET= RNCE = EN EX :l = ULLOCKRI)

DD = 4 () I-::. = . 0C). c) 15

KF =0.25

FT

CM / S C=M/ l

C:M/i

L1/CU FT

B11

Ii:' : I :

L.TE =

LT =r(J

1 J L.

ZT = 7 L

SLJ 8W F

FT


1. : '. n : 2 .

SUPPL..EMIiEITI(L CONTROL MEASLURJE IU DiIr- Lc(EI

IEERM

=- UNDEFI:NEL) = 0 . 3

= 0.8

= C). 2:)7

M4

0. 7 = (. )5 = 0.19

RELIEF WELL

N1 O PEC::.,IAL INPU.JT REQUIRED

FSW I OW

V ISCOS

HEL

1 0.F13

S).67 --~ () T I (:) ,C='C (_) c) 1 '

= 0 .I...21

= UNIEF' :LI\IEi. )0.:33:

IN 4 PUT DAir IMENiJ

CR iS:3S SECT ION (:E0 T ECH PROLPE Tk- I E 5

F:,PI EZOMETER L.OCiAT IONS PZ1 :OME.ER AND FOOL... READING CONTROL.. MEASuRE UNIT COSTS EN INPUT

ENITER NUII2ER OF CHO ITCE ==.'::- 3I.0 35:

F I E Z LUNTi ER LU CATJI:ON INFLiT

F'Z LOCATF1I:ONS IN A FI L..E? (Y/N) N 2J F.2)--87

NUMB''ELR COF'PI EZ;C:MET"ERE3 ( =5 ) .==.__.5

B12

FSE IOE I 1 Hi M3 H

CUTOFF

FT

F T

1..

. w

4,

.

I. .:.:

2J 09--21---87

RICVERSIDE FBLANI'::.ET

2J 09- 21--8'7

.l : .. : "44

Cross Section 5, Input Data, Piezometer Location

1

F IZ \LUIiER ( MAX=1 ) FL StrA.:TEION (MAX=1c

PZ LFF:;;ETI ( MAX=10 IP z r i ' EL:LE:VAT:iON

P TF'L IEVATION

CHRS)

C-IRS) CHRS)

===. .. >:38+00

.__L1 / 4 == .>140 = =>2C)(

f' Z #

FL NUMBER (MAX =1 C FZ STATION (MAX=10 PZ OFFSET (MAX:10

FZ rIP E:LEVAT ION PZ TOF ELEVATION

P-' I\IM.. IEF (MA( X.=1 ) PZ F (S(TIoN (I(-X=:10

FL (:FFSET ( IiAX= 1 C FZ TIP EL_.E VATICONI

FZ TOf EL. E V(1T. I (::) N

PZ 11

fz

F' Z PZ'

4

NLJMBER (MiEX=Rt 1 C 9fl-T i ON ( M(A X =1 C OFFSET (Mr X 1 C)

TIP ELEVATIUN T OF: IE:LAT ION

FZ' z :J 5

F

P7 F' 7 2 J

NI.JUER (MA X=1 C STrTr:CON ( MA X=1 C) OF F [I-SET.. ( M X=..10 TiPFt:t ELEVTI ON oF':: ELVAL TIoN

09 21--87

CHjIR 1) C(1RS) CR Il )

P-7

:-'851D/S

1 5

W NT) SAVEF. Z LOt.cA TIN ( Y/N) Y PZ LO CATIoN F I L.E Nra1E t (I:X=25 CH- R S: ) ===R P 2 z L UOL:1

B13

CIIRS)

PF 4. :

[{---4

38

145 1 'i

C1 IRS) CHRS) CH RS)

P.5 38 )(.)

j1" U)(:)I) / S

140 .1 65

CFIFS) C-IRS) CHR':9 ) 1.55/S

135

i.65

j (::,:2

PZ z: 4

Cross Section 5, Input Data, Piezometer Location

I I:: .' ..:_:2..1 (9- -21--87

FI EZoMIETER LOC( ft I ON8

44: OF PIEZOMETER =-

P'NO

-3

B-4 ~

PF F F

38+OC) 3.8 + 0C0

38+00

38+ 00

38 +C0)

2C)UL /S

93 D/ S

T I FEL.

1.4O. U 145. C) 14O C)

1:35. (0 13C)(.0

T IEL..

17 (.

*.1

.l 0: . .

23 '.-./ ... ..- 87

.

4. r..

6

CRC:'SS SECT I ON GEOITIECH FROPERT I ES FIE Z OHETER LOCAT IONS

PIL EZOMETER A(ND POOL. READ INGS CONTROL MEA SJRE UNIT COSTS END INFUT

ENTER N1IE R OF CHO ICE 4 2J 09--21-87

FIEEZOHETER AND FOOL READING INPUT

PZ AND POOL READINGS IN A FILE? (Y/N) N 2J 09--21---87

1 ": 11 .L.2J2

1 '. :: 2 ;

. -.. ... .. . .I -...'

NIJMIER OF )ATES (.=5 ) === 1 2J 09--21---87

1

DATE E OF REA[) I NJG (MAX=1.(.0 Cl-IRS ) == I: / )05/2/C9( 3 PfJ::Jf1 READ I IG = = 13178.. 2

NlMEE:R OF FIEZOMETERS =..> ;

B14

T NPUT DATA IME NU

AE #j:

Cross Section 5, Input Data, Piezometer and Pool Reading

PIEZUMETER t:

F'Z NIIBER (MAX=10 CHRS) F Z REiAI) I. NG 2J 09-21-87

FI EZOETER 4

F Z NUJMBER (MX= 1C CI-RS) P Z REAINi 2J 09-21-87

PIEZUMIIETER #

PF NUMBER (MAX=10 CHRS) P Z RErAI) I NC 23 09-21-87

P IE Z OM(ETER #

PZ NJMIIER (MAX=10 CHRS) FZ READING 23 09--21--87

1

===>. 175. 3

= -4 ===>"174. 1

1" : 4:

===> B--5 ===>172.4

1 () 4.: (_) 44

4

===> B-6 ===>- 167. 3

.1 .):: 4 :) U

PIEZOMETER f4

FL NLMEER (MAX=10 CHRS) P Z RE(I) I NG 2J 09--21-87

WANT TO t)SAVE I)ATiA READINGS? 23 09-21-E7

172.5i. () w 1. w .1.) J.'.w .:

(Y/N) N

PIEZOMETER READINGS

# OF PZ READINGS = 5

PDTRD

05/09/1973 05/09/1973

05/09/1973 05/09/ 1973 05/09/ 1973

READ

175. 3 174. 1 172.4 167. 3 172.5

POOLRD

178.2 178.2 178. 2 178.2 178.2

B15

F'NO

t-3 J-4 8-5

8-- 7

.1 : (_) 2 1 7

Cross Section 5, Input Data, Control Measure Unit Cost

2J '.2"1-.-f37

I NPU T DAT MI'IJENU

J.

1:.. n

4

c(R':SS SEC T ION CiEO T ECPPE-I F'F:FRFT I ES FIEV Z OMETER L.OCA TIONS

PIZ F 'OMIETER AND POOL. REFADING9 C:iONTROL MEASURE UN I T COSTS END .J. I\PU !

ENEI\I R N.JNI3EFR OF' CHOICE ==> 51. n :' a

CONTROL M(ESURE UN: 1'CO5T lNEN.i

CI IT iF 2. RiVER&SID:.E 3LANiKET :3. CUT-oFFI: 4. RELE:[EF WELL S . ENDI INPUT

IT I FKR NM..ERII: OF cHI...J o I CE ==. .1 :2J 09--21---87

3LERMf1 COST I:.NFIJT

1) YoU WA N.To I:NPL.JT COST FR01H FILE? (Y /N) N LJNSPE:CI F 1IED PERMi (DEFAUsLll T=$1. 30/ / CU YD) IMP lER VIU 01.B5EER (DEFAULT=$1..0/CLU YD)

SE IFER IOS ERMF (EFA UL T=$1. 30 /CU YD) S(cND L.RM (DEFALJL T=,$/3.75/CU YD) PERVI:DUS EBERM W/ COLL.E:CTOR' PI PE (NO DEFAiUJLTi1) ROCK I :.L.ND EERM (IDEFA1JLT=$3. 75/CU Y)

WANT TO SAVE UN IT COST7 (Y/N) N 2J 09--2:1--87

ERM UNT : i COSTS

U\NSPE CIFIED BERM .... ......... $ 1.: ./c. I'E VI:U :«It .i:ou s E wwR Ir ,.... . .. $ 1.3 0/C I J

IEM iPECRV1:ou a LERM r. ......... $1 .. 30 /CU 8PAND B ERM MM. ........ ....... h ....... / $ 3.75/CU FERYC)LUS rtV:ERM1 W/ C;CJLL.. FT PIPlEE .LINDEF]:INEU

RCK _. I LI\D ER ......... ..... :1 3. .75/C U

B16

.i'A) Y D

"i' I:) I.)

';Y: 1

'. :4 2 ' .::

r":: 42 4

J. ': ;; 3::' 1 J


2J 09-2It--87

CONTROL MEASURE UNIT COST MENU

1.. BERM 2. RIVERSIDE BLANKET 3 CUTOFF 4. RELIEF WELL 5. END INPUT

ENTER NUMBER OF CHOICE= 2 23 ()9-21-E37

BLANKET COST INPUT

DO YOU WANT TO INPUT COST FROM FILE? (YIN) N BLANKET UNIT COST (DEFAULT=$1 .20/CU YD) === WANT TO SE UNIT COST? (Y/N) N 2J 09-21--37

BLANKET UNIT COST

E LANI(ET .. . . ..... 1 . 2u/CLU YI:)2J 0 9--21--E'7


1. BE:RM 2. RIVERSIDE BLANKET 3. CUTOFF 4. RELIEF WELL 5. END INPUT

ENTER NUMBER OF CHOICE ===> 3 2J 09-21---7

CUTOFF UNIT COST INPUT

DO YOU WANT TO INPUT COSTS FROM FILE? (YIN) N

B17

1. .. : .'

i. : 43 :

1 ) 4:: 4

i :: 4:.:

1 n . .3 ::


2J 09--2 :1 -87

CJ'JOFF DEFAIJ LTii UNIT CS::'.TS3

$3 ~u/OrR. FT. AbVE .5 FT 8. 00 / SR .FT., EEL3W 5 FT

1)0 YLJIUJ WANT 2J 09-2617-87

DJ YOU WAT

DEFAUJLT COSTS? (YIN) Y

10 9vVE CUTOFF UNIT LUT (Y*/NY) NH

CULTJOFF UNIT COSTS

: (JF LAWYERS

CO3ST (/FT)

$. * U

e . 0 0

DEPTH (FT)

65,, 0

2! :: -- 1 --- 87

(CJNTFR0L. riEE:a LJRE: U\I1 COScT IiENU

,f: IVE I DEL: E Al_ NJKET M C l.i j :F:

4., RELIEF WELL 5.END INPUTLJ1

FN I R:,; NUMERiF: OF7 CHOIDc >: . 2J O9--21--87

REL IEF WELL UNI F COST INPLT

DL) YOU WAN T TO INFLJT UNT iCOSTrS FFLM F)IL.E ( Y /N) NtN 2,:J 09--21-87 I ( : 44: .. 4

F::(jR DEF:A::U(ILT' VALLEs PFFRESE3 .RE1LTURN.::

B18

. ':': " 7-.

LIYER 4

J.

1,: : 31

1. : _ 4: 1 2

1:4:1 2!

.!:3 () 4 :: 38 ' ..


DRT : CcST OF D)RILL.INO THROUGH TOPSTRATUM (V/FT) ( IEF rULT F:_::( . ;. o F u==I )

D1RiF : COST OF I)R ITLL IN3 TH)ROJGH F:I)O 'iF1..ND T 1.1ON ($ F IT (DEFAULT=$1 6. 00) ==

RP : COST1 OF RISER F': pE ($/Fl FOR IN. )8I. PiIE) S INL.E1S STEEL . . . . . . 4 80. 0/.

(G(L.VrN I Z ED STEEL .... . $40 . /C)0 I F. FLA.(g STIC, F C ....... . .. 1$30 .(C/FT

ELiIER COST .... = 3000

WS : COST C WELL. SCkEEN 4/Fl FOR 8 IN. DL) ir. EEN) S.TrA I NLESS STEEL. ....... $125$ . 0(/FT (AL @VANI ZED STEEL ....... 4: 75. 00/FT FL.(3sT I C , PVC ............ $ 85.. 0/FT

ENTER 0CST ===>85. 00 FL : COST OF FILTER ($/FT)

(DEFgAJLT=$1 2. 0u) = EF :COST OF 8ACKFILL]:NG ($)

(DEFAUL T=$400. 00) WC COST OF WELL. COVER ($)

()EFF(-UL.T=:300. 00) ===> WD : COST OF WELL. DEVELOPMENT A(ND TEST ($)

DO YOU WA2N T TO SrVE UNI1 COST? ( Y /N) N 2J 09--21 .87 1 : 4 4

$

":

$

I:)FR1 L~:: f:: RiF' WS

OF WC WI)

RELI EF WELL UNIT V 01COSTS

20..c)) /F.:T 1.6 . 00 /1F-.

. 00 /FT E3 .c_)Ct) / F..1.

1 2. 0) 4)0 . 0 3 0 ().

100(). c )

2:J .)29 -21 -- 87

CONTROL MEASURE UNI'T COST IEU!

J. ~ 3ERi 2. RIVERSI DE BLANKET

3.i CUT'OF F

4. RELIEF WELL F.. ENDii) INFUT

ENTE FSR i~NM3ER: F Cii:: 210ICE: ===> :

B19

Cross Section 5, Input Data

INPUT DATA MENU

1. CROSS SECT ION 2. GEOTECH PROPERTIES 3. PIEZ (]METER LOCAT I ONS 4. PIEZOMETER AND POOL READINGS 5. CoNTROL MEASURE UNIT ' COSTS 6. END INPUT

ENTER NUMER OF CHOICE ===> 6 2J "09-21-87 :I. ':

LEVEE UNDERSEEPAGE MAIN MENU

0. SET UP SYSTEM FOR PLOTTER 1. INPUT DATA 2. GRADIENT AND SEEPAGE CALCULATIONS 3. CONTROL MEASURE AND COST 4. END PROGRAM

ENTER NUMBER OF CHOICE ===> 2 2J 09-21-87 IU: 4:J.

GRADIENT AND SEEPAGE CALCULATIONS MENU

1. :NITIAL CONDITIONS 2. FROM P I EZOMETER DATA '3. PIEZOMETER PLOT 4. END CALCULATIONS

ENTER NUMBER OF CHOICE ===> 1 23 09-21-87 I (U: 46: .1

PROJECT NAME :PROGRAM DEVELOPMENT STATION : X-SECT. 5

INITIAL CONDITIONS

X1 = 200. FT X3 = 2048. FT M =-. 1046E-01 I = 1.864 QS = 154. GPM/10c) FT

HO = 21.4 FT - = . 1405E-01

B20

Cross Section 5, Gradient and Seepage Calculations, Initial Conditions

I:I 46: 52J 09-.21-87

DEVICE DRIVER MENU

SCREEN (640x::200 MONOCHROME 0RAF1TCS HEWLETT-FACKARD 7475A FLUTTER END OF PLOTTING

ENTER NUMBER OF CHOICE === 2

COMPUTER WORKING .. .

X3- 2048. X- 19.6 INIT CNS

II AH-H

M-.0104

r-

210

200

1 90

180

170

160

150

140

150

120

1im I I I II I-1600 -1000 -600 s19 1000 1600 2000

U's

10 (. : 52J 09--21-87

DEVICE DRIVER MENU

1 . SCREEN (640x 200 MONOCHROME GRAFHICS) 2. IHEWLET-F(CK aRD 7475( FLUTTER 3., END OF P LOTT I N3

ENTER NUMNER OF CHOICE= 3 2J 09-21--87

DO Y(UL 4WANT T(J SVE CA(...L;LA[c TED DAiTA? ( iY/N) N

B21

1. .

-1.884

0.- 154.2

110-

-urn 1 2000 D's

1. (" :

I

Cross Section 5, Gradient and Seepage Calculations, From Piezometer Data

23 i09:.....:2.1.-87 10: .:: - 20

[3F:AI) I ENi (TND SEEF'AGE C(L(JL.r I IIS HEN.J

1. .. NI I I .[:LL CUN D3I "IT IUNS 2.. FROM P IEZOMETE:R I)AT

3. PIEZlMETEfR PLOT 4. END CALCLJLAT I ONS

ENIER NLIMBER OF CHO ICE ===> 2

PZ SEEPAGCiE CALCUL T I ONS

HVI JLg pLE D(-YTES

05/09/ 1973

DATE 1 CAL.CUL-E. === 5/09/1973 2J )9--;2 -I.-8'7 : :i4.,

P E C IJT(-rI AME : PR OGRA M )E-VEL.OPI'ENT S iTATIUN X--SECT. 5

FROM FIEZOMETER A:)vf r

X. = 351.7 FT 1560.C) FT

= 5-.455E-2 S =_ . 740

S= 80. 4 PM/C100 FT

H =:3.,7 FT 11 = 420.0 FT hi =10.8 FT 1. 2 200 . 0 FT h:2 = 96 FT

I) = 8.5 FT 5 =- 951.7 FT

2I (9-- 2 -87 :1(: * 2

DEVICE DR I VER MENU

B22

Cross Section 5, Gradient and Seepage Calculations, From Piezometer Data

1., SClEEN ( 64xO 200 IvNOINCHIROME GAF'HIC) 2 HEWL.ET.-.FACKFAD 7475A FLATTER

3 . E:ND OF P _LOT T N]:N(3

ENTI.ER IJMB3EROF CII C(1101 CE=.>2

COIIPU t ER WORK iN. I .( . 210T

200

190

180

170

160

160

140

150

120

110-

X3- 1560.

I

1

M-.0054 ...-

>2

'3

X1- 351.7

I B-3

2 B-4

3 B-5

4 8-6

5 8-7

'1

'4

I - . ?399

2.- 90. 39

m I I I I I I I I

-2000 D/s

-1500 -1000 -500 50 100 I500U/s

23 09--2 1-.. 7

I)EVI CE DRI VE 1R MENU

i. sCFE:EN (64{ x 20c: MON C:HIF

Cross Section 5, Gradient and Seepage Calculations, Piezometer Plot

23 09 --2 1. --87 1.1: (9:'3

GFa DIENT AND SEEFAE CL..CULAT IONS MENU

:1. ~ : INi.Ti : L C ON) i:TrI'1NS 2. FR PII EZOMETER DA(

3.NF P EZ TE:R PL UT 4, ENID C~ACULA~TI:ONS

EI.T.E IIi.IIBEUER OF CHOIuCE ==::2J 09--2 1-E37 1 :: I 7 : 4 1.

FZ PLOT

F; V) i t:I3LE DATES

5//1973

D F: .i FLUE = .:: O /09/.9'73

2_ ( .)9-21- 87

DEY I CE DR I VEER MENU

1 SCREEN (640< 200 MONOCHRUHE GRAPH I CS) 2. HE WL. E.T.T-- PACKARD 7475A PLO TTER 3.. END OF PLOT T IN(3

ENTER NUBI.NER OF CHO ITCE =>. 2

COMPUTER WORKING. .

B24

1 1: O : 55

Cross Section 5, Gradient and Seepage Calculations, Piezometer Plot

210

200

190

160

170

160

150

140

130

120

110-

9-r-4-

-2000 n/s

-1000

k2

'3

-500T 0

i1

500 1000

::J n9-21 -87

)E VI CE:: DRIVER MENU

1. , SCREEN ( 64O>x 20() MONOCHROME 3RF -II CS) 2. HIEWL..E.----.P):CK fRD 7475 P:L:UT T:ER 3 ,ENL) OF PLOT T : NG

E1Nai ER NUriMF'ER OF CHO IrCE_ 3 2J ()9-21. -87

CF() I ENT AND SEEFALE CL2LCULA ; T I jNS IENLU

1. NrT1AL CC 2N) I TI ONS 2 FROM Pi. E:ZOMETE:RI DATA

F I EZcMETEJ PLOT 4 . END CA (L.C UJLT I ONS

E'NTERF iNU.JhI}bE:R OF CFIICE ........... 4 B25

PIEZOMETER

RD DATE

05/09/1973

1 e-3

2 6-4

3 8-5

4 8-6

5 B-7

I1500 2000U/s

:I :I I . :" .

i , .: .- ' " .

i

1AA

Cross Section 5, Control Measure and Cost, Berm

2J (:9--21 -57

L.E VIEE UNDERSEEPAGEFIA AIIN MENU

O. S JET UP SYSTEM FOR PLOTTER 1 INPUT DANTA 2. GRA(D I ENT AND SEEF'A6E CaLCULAT I UNS

. CONTROL. MEASURE AND COST 4. EN[ PI::ROGRAM

ENT..ER NUM~bER=kOF LCHU ICE ==.>3

2J 09-21-87

CONTROL MEASURE: AND COST IIE:NJ

1. 1E 11 2. RIVERSIDE BLANKET 3 CUTOFF 4. RELIEF WELL 5. COST SUMMARY S. END

ENTER N.JMbER OF CHOICE === 1 2J 09-21-07

I1ERM DESIGN

XX IN : MINIMUM ST(NDRL) CE (DEFUL.T=150)"==

X X M-aX MPAX I MUM STA(-NDAFRCL) LE (DEFAU~LLT=:400) ==

XRM IN MICNI MUM ROCf::: ISLfiND

23 O9-21-87

}3ERI' WIL)TI

BEr dWIU DTI

}3ERMI WIDTII

BERM SELECT I ON MENU

1. iMF'ERI(OUS BERM 2. SEMIPERVIOUJS BERM 3. fERVIIJS BERM W I TH COLLECTOR FI PE 4. SAND BERM 5. ROC::. ]SLAND BERM

ENTER NUMBER OF CHOICE=>

B26

I:1. .1:: u :

1 1 : :. .

(FT)

(FT)

(F)

:1. . . :

I.I .1 : I. : :

Cross Section 5, Control Measure and Cost, Impervious Berm

P rcT i:1oG1R DEVELUFMEN T 8.i(iTATI : X--SECT. S

OUTPUT DA.TA FOR BERM AINAL.YSI

iMPiFERVIOU ou ERII

X1 = 200. FT X~3 =LUNIEFI(NEE I = UNDEFINED I = UNDEFINEI:) C! = UNDEFINED

4"c0i. , FT

12 1. FT 15726. CU YD/100 FT LEVEE STAfTIUN

23 09-21--87

EcERN COST C( LCLILFrI ON

.i IF'ERv~ 1 (:)LJE3 3EFit

Y =- 15726. CU YD / 100 FT. LEVE i T.: I[i UN IT. COST = .20 1.30 /CU YD lTO L COST =4: 20443. 00 / 1 00 FT LEVEE 5T 0 T I DN

1. : :. 1 : I2J I9--2 C IN--87

DE:VI1CE DR IVER MENU

1 SCREEN (640x:200 MONOCHROME GRAF'H I CS) 2. HEWL.ETT--PACKARD 7475 PLOTTER 3. END OF PLOTTING

ENTER NLJMBEER OF CHO I CE ==: 2

CiOMIUTER WORK I NG....

B27

23 09----21--8-7 11:: 1::.

T1 =

11: [ ;:3 j

Cross Section 5, Control Measure and Cost, Impervious Berm

2 10 T

X3- UNDEFINED X1- 199.5Q

f0 - I I I I I I-2000

D/s-1500 -10ee -500 588 18*00

.23 u9--2 I.87

5iIC(REN ( ,4C0x 2( o ONU'ICRYME. OR iP I CL:)

E::. ETTPC...F:,::.) 747:;, FLcTi.Er END OF P::LOT T INO

EIN:IET:_FE NU BELj R FF:t CH::: CFID1CE = 2.: O9--21-8

i T Y1.1UJ WNT T.03 ; 'E ( LC.AL. TE:D;u...A1). .)D) A7(V? ( '/7 N) 'N

FRT.VER:F IDE DL(tANO:::ET.f

CUTlUFF REL I EF WE.L .. lC'sT ; sUMMA RY END

B28

IMPERY ORM

200

190

180

170

IS6

150

140

150

120

110

I -UNDEFINED

0s- UNDEFINED

N -UNDEFINED

1.

2;-.

I1500 2000U/s

1] "~. ::,;N

i1 :; *4

1.

4"

b.

f

I

):E)I CE DRiisI:: n1:V L E: ENU

[J\FCJNRL MEASRE AND C. t~U OETMENU

ETER NUM: BER !. t 1 :::I F CHL1..O JC(E == > .

Cross Section 5, Control Measure and Cost, Semipervious Berm

2J .9--21---87 1 .1 : : 5*

BERM DESIGN

XXMIN :MINIMUM STANDARD) CE (DEFAULT1-:1:0) ===>

XXM(AX :MXIMUM STANDARD CE (DEFAULT=400)=

XRMIN : MINIMUM ROCK ISLAND (3 EFULT=2-)

23 C9-21-87

1.

-3.

4. S.

r ERM WIDTH (FT)

DERM WIDTH (FT)

I3ERM WIDTH (F )

LiERM SELELI UN MENU

I MPF:ERVI OUS I3ERM SEM I PERV I(JS BER M P-E:RV I ()US EIERM WI TH COLLECTOR PIPE SANI) ERM ROCK ISLAND EERM

EN TER NUER OF CHOICE ===> 2 2J 09-21--8-7

PROcECT :PROGRAM DEVELOPMENTS SThATIUN :X-SECT. 5

OUTPUT DATA FOR I3ERM NAL YS J

SEl IE:RcvI(OUS BERM

20 0. FT JNL)EF INED UJNDEF I NED UNJI\IDEFI N\E=I) UJNDEF I NED

4c::. FT 12. 1 FT

15726. CU YD/100 FT LEVEE ST (-1 ION

{ERM COST CALCULATION

SElMIPERVI OUS BERM

V} =

UN IT CoST = :+: TOrT AL COST =::

15726. CU YD/lOo FT LEVEE FAIiSl, 1.3O. /CU YL)

20443. 00 / 100 FT LEVEE Si AT IUN

B29

. 2:3 :0

.1. .. .I.

xi x 2;

IU. Vs

T = V~ =-

2J 09--21. -- 87 .1.1 .:

Cross Section 5, Control Measure and Cost, Pervious Berm

23 c)9- 21.87 .1. .1. :: ,

DEF'v' J:CE DRIVER MENU

1. SCEEN:\ (64x20 MONOC2i-IROE IIE6RPHFIIICS) 2. HEWLETT-F(aCK(RD 7475A, PLOT-TE:( 3. END OF PLOTTING

E N-TEk N -UMBER OF CI-IOIICE==:3 2J 09--21--87

D)O YULJ WtANT TO SA V'E CA(LCJLATrE)D i)ATA7 (YIN) N 23 )9-2-87 1.. .: : .. :4

CONTROL MEASJRE i-INt) COST MENU

1. BERMI .RIVERsIDE BLA NKET

:3. cUTOFF

4 RELIEF WELL 511 COST SLMMARY 6 END

ElNT ER Hl.MER OF CHOICE 1 23 09--21-87

BERM DESIGN

XXMIN :MINIMUM STANDARD CE FERM (DEF:AUL -T1 )=.-=

XX MA X MAX IMUM STANDARD CE BERM (DEFA~ULT=-4O) ==

X(DE AULI=N : MINIMUM ROCK ISLAND BERM (DEFAULT=20)

2J 09----21-87

I:)D'TIH (IF.)

WITHI (F)

WIDTHU J (FT):

BERM SELECTION MENU

1. IMPERVIOUS BE:ERM 2. SENMIPERVI OUS BERM

PERVIOUS BERM WITH COLLECTOR 4. SAIND IERM 5. ROCK ISLAND BERM

ENTER NUMBER OF CHOI I CE==3

FP' I FE

B30

Cross Section 5, Control Measure and Cost, Pervious Berm

RFOJ-ECT ,;PRC3RM DEVEL.LOPME.NT 8TTIFJN :X-sECr. 5

OUTPUT .1 DA. i T i FUR ER F1 ANALY5IS

FP 'ERVIUB BEERM WITH COLLECTOR PIPE

2C". FT LJIIDEF INED

IJNDEF ITNED UNDEFINED LINDIEF I NED

FT 1.2. 1 Fl

15726. CUi YD/ 1..u FT LEVEE

2J (:'9--2:(--87

EII::RI'i COST CrAL.CUI..f.:T :iON

EFI:::LF UI1:3 E:LFdI W1:IH C LLELTi Pur:IF::[F

TOIL C(JST =

1 5726I. CU YD/10. C) F: T L.1'E:EE s; i I 1 . NO RfECENT CONSTRI..lCTIU N : x IE EI H NL) RECENT CONTRU:CT[:ON EX!EflIFIL:ENCE

23 09-21-87

IECI V:CE DR Iv ER Mi:E:NU

L. SREN (6 < 20 ) MONCHROME GRAPH. C1 :Fi tc:) 2. HWLETT--.AC:::ARD 7475(A PLO.FER

.3. END OF PLOTT I NG

ENER[ ::: 'INBER F (JF: C:HO I CE.== 23 )9 --21-87

1:).: ' U::W1 NT To sAV'E CAnL CLAT_. 1EL)D DATf'7 (Y/N) N! I

B31

23 (,9)C;).21--..8,7 1. I. :

xi x

N I Us

T ='

VB = rTATIf.. N

1.:3: 1:.1

h 1 1:..

.11 . 35 :: .

Cross Section 5, Control Measure and Cost, Sand Berm

.,.J _ ... _21l8/f

1Co ITROL. MEAFSURL: ANDI) COST1 M1ENU

2 I, I'v'EI IDE LA3NK::E.1 CUTOFF

4 E LZFj5...I.EF WELL 5. CC)ST SUMMN1RY 6. END

EER N..!r-Ek OF CHOICE .::: 1 2J 09--2 1. --87

JEF'i DESIGN

XXIINJ: MINIMUM STANDARD CE }ERM (DEFALJL.r=150) ===>

X X :( X MAi X I MUM STA-(NDARD CE EERM (DEF AUL.T=400)

X ::j I N : M I N IMUM ROCK ISLAND EERM (DEFAULT=20)

23 09-21-8~7

WIDTH (FT)

WIDTH (F.)

WID.TH (FT)

J1 : : 3

EERM SELECT I ON MENU

.I. IIMF'E-RVIC)US I:ERM

1'. IEMIPERVIOULJS ERM 3. IERVIOUS BERM W I TH COLLECTOR

5. ROCf:: ISLAND BERM

ENTER NUMBER OF CHO I CE ===> 4 23 09-21-87

F:IFE

J.~:35 :1.

P ROJlECT : PROGRAi- DEvELOFP-MENT OTOTION :X-SECT. 5

OUTPUT DATA FOR DERM A~NALY ;I

:AN( NI) E{ERkM

X3 = I =

3I =

2U(:). FTI IJNDEF INED IJNDEF INED

LJNDEF INED

B32

1 1 : 3-: j16

Cross Section 5, Control Measure and Cost, Sand Berm

4(),, FT 12. 1 FT

1 5726. LU YD/ 100 FT LEVEE SAIT ION

1:1 1 ::2

F{ERM COST CM...CULAr ION

VI' = UN T 1"COST =TOTAFL COST $

2J 09--21--67

15726. CU YD/100 FT LEVEE 9T TI [IN .75 /CU YI)

58972. O / 1 E00 FT LEVEE 5I TTION

:J. J.: .)

DEVICE DRIVER MENU

:L . F:CREEN ( :42(.)) MONOCHiROIME GAICs) 2, HEW0:TT-PCKNRD 7475PLOTTER

3E END I OF Pi TIN

ENTER NUI"1}ER OF CHOICE== 23 09-21-87

1)D1 YLJU WNTTI\Fi A1 ;3VE CALCUJJLATEI) L T1El ? (DY(/IN) N 23 09--21-87

CONTROL. MEASURE AND C(JST MENU

2. R ITVERS I DE I LJNKET

4. RELIEF WELL 5. COST SUMMARY 6. END

ENTER NU MBERE OF CHOICE ===>:2 23 09-21-87

}{LA NK::ET (Ng'ALY9 I S

I S THIIERtCE [R(JFRROW FIT? (Y/N) Y * yl

- - iit N

.C

B33

XS =

T = -

.l. .11: : 1 "1a3 5 ::11

1.

2J 309-21--137

SAND; BERM

Cross Section 5, Control Measure and Cost, Riverside Blanket

RI VERSIDE ELAN::.ET ANALYS.IS

4734. FT 200. FTL1 =

IF XF= R 1i LE: DI STANCE TO RIVER, SOLUT I ON INF El ( SI PLE

DO YOU WrCaNT TO CONTINLJE? (Y/N) Y

Z R OP 5TkrATUM TH I C:::NESS I N DORROW FI =.: 2J 09..-21---87 11 :3 37 ::.

INF'LIT CHO ICES

1 ,. L I ,M ::. I

2. LB., Z1 3. KI N EO, ZIB

ENT.I.ER NUMBI IE{ =R OF:'CHF-IICE ===> 1

Lc BLAI \::ET W:(D1H (EI)I:FALiLTE=B(JRRoW FIT1 W IDTHI) i 2.. ... -- 1.I7 . 1 :: 7:2

DETERMINE I:B :AND ZB

ENTER VALLIE OF KE:: . . .. ZB IS CALCULATED WHEN FINISHED , HI.RETURN 10 CHOOSE VALUE

ZB (FT)

:. E--41 t .

1( 3. 6

E NTF R [ VlU-ECy-": OF KB TO USE ===> . 1E -. 4 2J 09-21--87

-ROJ ECT : FROGRAM DEVEL0FIENT STATION X--SECT. 5

B34

: 1.

2JC-21-E37 It ::36::24 ~

Kj3 (CM/rS )


OUTPUT DATA FOR E LANKET NAPi'1L Y9I:

X 4734. X3 = 2048. FT N .-- 3930E-02

58. PM/100 FT

XR = 4734. FT L.1 =" 800. FT 1.:: 1 = . :L (()(E-(4 CM/S J =3. FT VR= 10595. CUL YI/100 FT LEVEE ST'AYT I UN

2J 09-21 --87 I. I i4.

:LANf::.ET COST CALCUL.ATION

1.0596. CU 'YD/100 FT LEVEE 9IFTNI. U UN I 1 CCOST $ 1. 20 /CU YID TT L. [ CO..4:ST = 1 27 1 5. 00 / 100 r:.T OF LEVEE ST icr..ILi I

2J 09--21 --87 11: 42: 07

DEVIC: DR RIVER MENU

1. SCREEN (640x200 MONOCHROME GRAPHICS) 2. HEWLETT-P'ACKAR) 7475A PL.OTTER

END OF PL.rTTI NO

ENTER I\IUMDER OF CHOICE ===. 2

COMPUTER WORI INO. .. .

B35


X3-204.

-16s8 -ile

Xl- 4774.

I-.7

0.- 57.42

1AA 'I I - I - 1-see 0 beI Se1 l 1601

DEVICE DRIVER MENU

1 SCREEN (64>x 200 MONOCHROME GRAPH ICs) 2. HEWLET T-PACI:ARD 7475A PLOTTER

END OF PLOTTING

ENTER NUMI3ER OF CHOICE ===>.:3 2J 09.-21-#37I .11.: 15 : 3

[:1:5 : 57DO YOU WANT TO SAVE CALCULATED DATA? (Y/N) N 2J 09---2 1 -87

CONTROL MEASURE AND COST MENU

BERM RIVERSIDE BLANKET CUTOFF RELIEF WELL COST SUMMARY END

ENTER NUMBER OF CHOICE= 3

B36

21

211

191

Ie-

171

161

161

141-

"iT

121

ili

-2111

D/s2e11

u/S

1.

3. 4.

b.

.- -

---- """

:j o9-21---87 1.1: c : 2 6

Cross Section 5, Control Measure and Cost, Cutoff

23 09--2 1"-87

CUIFF A NPLYIS

DC/D : CUTOFF DEFT H/DEFH RAWTRI === 0.9 23 09-21-87

FR ECTF PROGRAMM DEVEL..OFME NT STATION :X-SECT., 5

UITFUT DATA- FOR CLJT OFF F\AAL.Y 31 U

D)C/I)

Xi =

I -=

200 . F. 2 048. F.FT

:1058E--01 1 . 799

146. (F'M/ 100 FT

I. . 7: 3

CUTOFF COST CALCULAL.r=1T ION

DEPTH = 52. FT COST = $ 1 560). 00 /100 FT OF LEVEE STATI ON

2J 09.- 21--87

DEVICE DRIVER MENU

1. SCREEN (&40x 200 MONOCHROME RPF'H I CS) :2. HIEWL.ETT-F'cCK-ARD 74753 PLO T T ER 3. END OF F'LU.TING

E:'.IER NI\IJt'IE ER oF C1(J ICE == > 2.

C C: I M uF' UT..I ER WOR::.INL... .

B37

:.11. t..;:

1.:L I 7

2J09-21--8'7

L f : c...7 ::..

Cross Section 5, Control Measure and Cost, Cutoff

X3- 2049.

21

20

1 -

18

17

16

153

143

-2080

D's-1603 -iees -5. B 60 13308 15603

u/S288

2DY R9-.L-8M7 ..

DE V IC E R I:v E R M E N U

i .. SCREEN (640x200 MONOCHROME GRAPHICS) 2. HEWLET T-FACKARD 7475A PLOT TER

END OF PLOTTING

ENTER NUM}DER OF CHOICE ===>:3 23 09-21---87

l : r 1: 4D)O YOU WANT TO SAVE CaLCULATEID DATA? (Y/N) N 23 09--21-87


J.. BERM 2. RIVERSIDE ELANKEET :1. CUTOFF 4. RELIEF WELL 5. COST SUMMARY 6. END

ENTER NUMBER OF CHOICE-===> 4

B38

XI- 199.1 CUTDFF

N-I

I C+.L - 52.

15e

120t

I -1.799

0.- 145.9

1 AA - i } ,

Cross Section 5, Control Measure and Cost, Relief Well

23 09- -21 .87

REL IEF WELL CALCLJLAT I ONS

NUMER OF LAYERS I N PERNI OUS FOUNDATI N ===._1 2J 09-21--87

PROJECT: PROGRAM DEVELOPMENT SiTATION : x-SECT.

OUIJTPUT DATA FOR RELIEF WELL ANALYSIS

X1 = 200. FT1 x3 = 2048. FT @8 = 154. 3AL /100 FT LEVEE STA T I ON

aSEL

95. 127. :1 52. 171 . 187. 199. 209.

1'71.

WEAR

1 C). 15. 2 0 .

30. 35.

40.

OW

372.

4.7 5 .

682.

731. 800. 819.

:*: ;7(:7: 3229. 00 $ 20:72 ..00 4. 3:)51.00

1 C) 1 .. :00 4. 3193. 00 4: 3311.

682. $ 3051..00

2J 09- --21 -.87 12: : '57

DEVICE DRIVER MENU

1. SCREEN (640x200 MONOCHROME 6FAhPHICS) 2. I1EWLETT--PACKARD 7475 FLOTTER 3. END OF PLOT.ING

ENTER NJMDER OF CHO ICE ---==> 2

COMTfEL.Rf WtJRI:: I: NO. .

B39

.12 i: 42

p

.. 2r5

. 35

.. 5J ()

875 1.r 625

.625

..,.: .3

N~ [IN1I UH Ci1


21

17

133

Ises

153-

12

i1 -

X3- 2048. X1- 139.8 YELL

i

1 I I I I I-2O3.

./S

-1533 -1883 -see I see 1ie3 1503R/S

23 09-21.87

DEVICE DRIVER MENU

1. SCREEN (e4Cx200 MONOCHROME GRAPH 2ICS 2. HEW..ETT-AFCKRI) 7475 FPLOTTER 3:. END OF f'LO TTIN(3

ENTER NUMBER OF CH:jJICE ===3 23 09--21--87

DO YOU TW(NT TO SAVE CALCULATED DATA? (V/N) N 23 09-.-21--87


1.

4. .J

6.

BERM RIVERSIDE BLANKET CUTOFF REL I EF WELL COST SLJMMRY END

ENTER NUMBER OF CHOICE 5

B40

-H

2363

iAR- s.

or- esi. e

f2 . J"- " 4

Cross Section 5, Control Measure and Cost, Cost Summary

.2 : r : :.I .0

Fr F:JEC T : PR GR DEVEr L.t:PIIE II STATION : X--SECT. 5

COST SUMHMRY FOR A LL CONTROL MEASURES

LJNII I T CT::)s1 r

LNSF'ECiIJi.E1) D~ EIRM :P NiE:RV I OLS BE:RM

E"IPFYERI V :)I US E E: R P=ERiVICJUS IBERM

S(:J.J) E E RvI ROC:. ISLAND EERI'1 FIVERB IDE L ANKET::E1

NI\LT CALCJL ATED 4 15726. $ 15726. $ 1 5726. 15726. $'

NOT CA L.CULAITED 4: 10596. 4

.30 J.. 3()

3I. C:)

I. 2 _ . ./4 :. .

I EEL I=F WELL -LOWEST C(JST1

DC/I= .950 DE = 2II.

T T ( 15600. 00

D)EPTH =

FT ' S(PCI NG = TO T AL =

2.. o;-.2.-7

C(LNTIOI. I1EA SJRE ANDI) COST i'IENU

1 ,. rI;E.It R3:VERSIDLL NtF:::ET

3. ICUTFF 4.. R EL:i:F WELL I.:, C 5T SJMMARY

,. E'ID

ENTER NiUMBER OF CHOICE =.::. 6 2J ()9--2 1-87

LEVEE UNDER EEFAGE II N MENU

). SET UP 1FSYSTEM FOR PLOTTER 1. INPIFUT I)ATA 2. wRDIENT AND SEEFADE CALCULATIONS 3 . CONTROL. MEASURE AD\I1) COST

4::. END PRO3R C_

ENTER N\UMI3ER OF C HO (CE ==.:4

B41

VOL.JM'1E

C 1U TOFF

3 51 . 1.

2J (_)9) -.. 2 1--_.%_S

Tli il..

1 . ) (..) : .. ) 1

.1: ( (:: J

Computer Output Cross Section 6 Using Existing Data Files

Relief Well Analysis

B42

Cross Section 6, Input Data

L.EVEE UNDER SEEPA(3E M A:N IENU

0.. SET UP SYSTEM FOR PLOTTER 1 . INPF-TUT DATA

2. GFADiENT AND SEEPAGE CALCLJLAT IONS CONTROL MEASURE AND COST

4 . EN!: PROGRAM

IE:I'TER NUJMBER OF Cl- I: CE = 0 23 09-2i-8~7

SET LIP SYSTEM

PLO T T ER COMMUNI CAFT IONS PORT

1. CJll1 2 COIMI2

E T:I'1"ER NlJMbER OF7 CHO :ICE:= =. COMIl ENTER NUMBER OF CHl-IC I CE 1

ENT PL" ::: TT:::jaTTER E


2J C9-2:1--8 7

CROSS--SECTION INPUT

IS CROSS-SECTION IN A DATA FILE? (Y/N) Y CROSS-SEC TION F ILE NAME (MA X=25 CHRS) :===>:: CROSS 23 C)9--21-.87

CROSS-SECT I ON

#h OF LINES = 7

i4 OF POINTS IN LINE

x

1= 7

Y

1.00. 0, 120. 0, 220. 0,

1 200. 0, 1200.",0

106. C 106. 0 139. 0 1 39. C 106. C) 106. C) 1 00 . 0

# OF POINTS IN LINE

X Y

-510.C, 100.0 12 . C) , 100. C

# OF PC)OINTS IN L]:NE

x Y

-510.0, 1200. 0,

90. C) 9 .::)

# OF POINTS IN LINE

x Y

1 2.:)).My75. 0 75. C)

i.3 1(: i

2

4=

B44

C3 9: 41f


# OF P INrs IN LINE

x Y

-5 10. ., i.200. ,)

.0 .)

# OF POINTS IN LINE

X

6=

Y

ao,

.0,

106. C) 100. 0

t# OF POINTS IN LINE

X

7 =

Y

220. (), 106. 0 220. 0, 100.C)

DO YOU WANT TO SEE GRAPH? (YIN) N 2J 09-21-87

INPUT D A T MENU

CROSS SECT ION GEOTECH PROF'ERT IES P I E Z OMETER LOC AT I ONS PIEZOMETER AND POOL READINGS CONTROL MEASURE UNIT COSTS EN!) INPUT

ENT EFR NUNFER OF CHOICE ===> 2 2J E9-RO---87

(3EOTECH PROP'ERT IES INPUT

1: 10: 44

DOES FILE WITH GEOTECH PROPERTIES EXIST'? (Y/N) Y (3EOTECH PROPERTIES FILE: N AME (MAX =25 CHRS) ===. GU6. DAT

B45

1.

4. 6. 6.

1 U:3

2J 09-21-8~7

Cross Section 6, Input Data, Geotech Properties

2J 09--21-87

FIROJ ECT N(NMiE :PRC)GRi i DEVELOPMENT STATION X-SECT. 6

GENERAL

LTE = 106 H = 30 LTC) = 100

L1 = 980 L3 = INFINITE

D = 100 Z3L = 6

ZT =6h ZL = 6

L CONTROL.. MEASURE INPUT DA TiA

FTFT FT RTO = 120

FT FT

FT FT FT FT FT

SLBW1

FT

ENTRANCE = OPEN EXIT = INFINITE

Dv)

K

Cross Section 6, Input Data, Control Measure Unit Costs

1 . CIO3S SECT I ON 2. GE0TECH PROPERTIES

3. PIEZOtMETER L(:CAT I ONS 4. P:IEZCJETER PND POOL REAEYDINGS 3. CONTROL MEASURE UNIT COSTS 6. END INF'UT

ENTER NUMBER OF CHOICE 5 23 09-21--87


1. BERM 2. RIVERSIDE BLANKET 3. CIJTOFF 4. RELIEF WELL 5. END INPUT

ENTER NUMBER OF CHO I CE-==> 4 23 09-21-87

RELIEF WELL UNIT COST INPUT

DO YOULI WANT TO INPUT UNIT COSTS FROM FILE? (Y/N) Y FILE NAME (MAX=:25 CHRS)===> WELL. CST 23 09--21-.87

RELIEF WELL UNIT COSTS

DRP =... RP =$: WS =$ FL =

WC =$ WD =4$

20.00 /FT 16. 0 /FT 3.0. 00 /FT 85.00 /FT 12.00

400(~). 00 3I).~00

1 0(. 00

2J 09--21-07 13 13 28


1. J3ERM

2. RIVERSIDE L(AN:ET 3 . CU TOFF

B47

13: 12 2

:I: :I.'


4. REL.IE[:F WELL 5. END I NPUT

E\ITE LlINUiM ER oF CH IICE{E ===>.: -I- :: 2J 09-21-87

1.

4.

6.

I NPUT DATA MENU

CFCOSS SECTION 8E0~..ECH PROPERTIES fP:EZOMETER LOCATIONS F I EZ OMETER AND FOOL REALDI NGS CONTROL MEASURE UNIT COSTS END INPJT

ENTER NUJM{BER of: 'CHIliCE ==: 5 2J 09-21--87

L..EVEE UNDERSELF'A E MAi"I-N MENU

0. SET UJ SYSTEM FOR PLOTTER .I INPUT =' ATAJ

2. GR[.DIHENT (ND SEE:PGE CALCULI IIONS 3 C(\I T ROL MEA SLJRE PND COST 4 END P

EI TlER NUMBER OF CHOICE ==--> 2J o921-..87

1. IN:(1 IL. CONE) ITIONS 2,, FROM P IEZOME TER DVf A 3., PIEZOMETER PLOT 4. END CALCULAT IONS

ENI\JTER NUMBER OF CHOICE===>1 23 09-21-8~7

PRC)JECT AI\IME : PRC3GRA LDEvELOPIEl:T STI I CiON X-SECT. 6

I N ITIAL CONDI T IOHS

XL435. FT

B48

.1. .: : 1

.. . '1: ':7

I .' :: , ..1.

13: 13:: 35

Gai 'D isEN t rAND bI.EEPAI-GE CLLULAT rINS MEN U


r = 2778E.01. I =: I .1

.) S =.387, GtF'M/ 1 00 F

=O 12. 1 FT = ..1944

23 09.-21.---7

DEVICE DR IVER MENU

1. , SCREEN (64:)x 200 MONOCHROME GRaiPHICS 2. HEWLEFTT--F'AC:CK RD 7475A PLO'T'TER 3 EN!) OF FLOTTIN3

ENTER NUMBEER OF CHOICE 2j (9 . 3--67

DO YOI..! WANT TO SAVE CALCULATED DATA? (Y/N) N 2J 09-21--87

GFW AI ENT AND SEEFA(E CALCUL-A T IONS MENU

i -,' '*I . ( j

1, 1NI.II. CONDITIONS 2. FROM P.IE ZOMETER DATA 3. PIEZOMETER PLOT 4. ENI:) C(aL.CULA(YT IONS

ENTER INJ1EER OF CHICE-==> 4 23 09"--21--87

() 1.

4.

LEVEE UNDERSEEF'AGE MAIN MENU

SE:T UP SYSTEM FOR PLOTTER I NPUT DATA GRADIENT AND SEEPAGE CALCULATIONS CONTROL MEASURE AND COST END PROGRAM

ENTER NUME1ER OF CHOICE-===>3

B49

HO

:I.. : 1 6, :4


2J o9..21..37

C(:)NTROL IEE(aSJRE AID CE)ST MENU

1. , }3E :R M 2., RIVERSIDE LALNKLET 3. CU T(JFf= 4. RELIEF WELL 5. COST SLiMARY 6. END

ENTER NLIMBE R OF CHOICE ===> 4 2J (:)9--21-87

RELIEF WELL CALCULATIONS

NUMBER OF LAYERS IN FERVYI OUS FOUNDCYT I ON :

LAYER 4: 1

DN TH I CKNESS OF LAYER (Ft) i H IOR I Z ONTAL FERMEArB:ItLITY

LA~YER ** .2

DN : THIC-::NFE3S OF LAYER (FT) :HN :HOR IZ ONTtL F'ERMEA1 ILI TY

L.(WER *1 3

)N 'T-ICE::NESS OF LAYER (FT) [F::.HN :i(.R I Z(ONTAL F'ERME(aB IL I TY 23 09---_21-8.7

(C./.). r..

1,.

( CM/S ) . 12

F'ROJECTa: PROGRAM DEVELOPMENT STA TION : X-SECT. 6

OUTPUT DATA FOR RELIEF WELL ANA[LYSI

X:I. = 425. FT X3 = 435, FT L 3 = 386.. GCAL/100 FT LEVEE STATION

B50

13:a 18: 14

: 1 r

J. : 16: i 3


cCo T

.4 ;$

$

$ $4 .4

$4

1 19583.":

1 1 719,,() i:

1 .:..1 w 3 .. )

.625 86.

2J 09-2 :1 -87

71. 389. *4 11555.00

DEVICE DFUVER MENU

1. SCREEN (54ux 200 MONOCHROME GRAFH I CS) 2., HEWLETT-F'CKARD 7475 FLUTTER 3. END OF PLOTTING

ENTER I\ILMBER OF CHOICE 2===>2

COMPUTER WORK ING... .

148,

123

100

00

43

23

I

- 434.7

-L'sT L./s

-40 -233

X1- 42s. 3

3 233 433 833 30 103 1210 R/S

B51

(SEL W Es R

. :375

,625 .750) . 8/5

1. o0 ~

50.. 65. "77, 86. 95"

1.02. 108 .

41. 51 . 61. *71 . 80. 90. .1 o.

21'7. 271. 3:19. 389. 450,, 468. 515.

HELL

VUAR- 70.SS

0V- 39.5

140

i

i

i

i

7/1 F ' i i 4 I 1 1

I I ::f H1I C! I i:ii T:

.3-8 2

Cross Section 6, Control Measure and Cost, Cost Summary

I~ C c2.2J. .1.

DEV IC)E DR :(VEER MENU.i

1. SCRI:EEEN (640 200 MONOCHROME (RcFPH ICs) 2. HEWLETT-F'CKA(RD 7475A PLOTTER

ENI) OF PLOT T ING

ENTER NUME:R OF' CHOI CE ===>3 2J 09-21-87 iu3 2+ 01

DO YOU WANT TO SAVE CALCULATED DATA? (Y/N) N 2J 09-21--87


1. BR 2.. RIVERI DE LNKET

3.CUT OFF 4.. RELIEF' WELL .. COST SUMI1ARY

6. END

ENTER NUMBER OF CHO ICE.=> 2J 09"--2:1.-_"37 1 . 2 :U2i

PROJECT.:PROGRAM DEVELOPMENT STATION : X-SECT. 6

CCT SLMMIvARY FOR ALAL CONTROL. MEASURES

T YPE VOL UJME

UNSPFEC I F I ED BERM IIMPERV]:oU 0BERM SEMIPERVIOUS BERM PERVIOUS BERM SAND BERM ROC:: I SL ANI BERM RI VER I DE BLA-NKET

CUTOFF

DC / = liNDEF :t NE:D IEPTH = UNDEFINED

'TOTAL = UNDEFINED

NOT C LCULATED NO1 CALCULaTE[) NOT C(ALCLJLATE[) NOT C(LCUJLATEI) NOT CIL...CULATED NOT CtALCULA TED NOT CALCULATED

REL.I EF WELL.. -- L.OWE.[ C. t I

DEPTH = 71..

TOTL =$ :11 556.

B52

UI T C :[ I :T: .'.

f: T.

F I

Cross Section 6, Control Measure and Cost, End

2J 09-21-87 1:; ' :49


1. BERM 2. RIVERSIDE BLANKET 3. CUTOFF 4. RELIEF WELL 5. COST SUMMARY 6. END

ENTER NUMBER OF CHOICE ===> 6 2J 09--21---87 1 25 58

LEVEE UNDERSEEPAGE MAIN MENU

0. SET UP SYSTEM FOR PLOTTER 1 . ]:NPUT DATA

2. GRADIENT AND SEEPAGE CALCULATIONS 3. CONTROL MEASURE AND COST 4. END PROGRAM

ENTER NUMBER OF CHOICE ===:> 4

C: \mr ty\i evee.LEVSEEP

B53

Computer Output Cross Section 7

Using Existing Data Files

Rock Island Example

B54


I 3 2.7 : _ c

LEVEE UNDERSEEFAOE MiA IN MENU

c.) SET UP SYSTEM FOR PLOTTER 1 II\IFUT DATA 2. GRADIENT AND SEEPAGE CALCULATIONS 3. CONTROL MEASURE AND CC)ST 4. END PROGRAM

ENTER NUMBER OF CHOICE 0 23 09-21-87

SET UP SYSTEM

PLOTTER COMMUNICATE IONS PORT

1. COM1 2. COM2

ENTER NUMBER OF CHOICE ===> 1

ENTER PLOT

Documents

LEVEE UNDERSEEPAGE SOFTWARE USER MANUAL AND VALIDATION/67531/metadc303968/... · I * r REPAIR, EVALUATION, MAINTENANCE, AND REHABILITATION RESEARCH PROGRAM TECHNICAL REPORT REMR-GT-13