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RECORD NUMBER: 404 OF 408

Main Title Watershed erosion and sediment transport model /
Author Leytham, K. M. ; Johanson, R. C.
Other Authors
Author Title of a Work
Johanson, Robert C.,
CORP Author Hydrocomp, Inc., Palo Alto, CA.;Environmental Research Lab., Athens, GA.
Publisher Environmental Protection Agency, Office of Research and Development [Office of Air, Land, and Water Use], Environmental Research Laboratory,
Year Published 1979
Report Number EPA 600-3-79-028; PB299070; EPA-R-803726-01-0
Stock Number PB-299 070
OCLC Number 05292859
ISBN pbk.
Subjects Watersheds--Mathematical models ; Sediment transport--Mathematical models
Additional Subjects Erosion ; Sediment transport ; Mathematical models ; Watersheds ; Hydrology ; Hydrologic cycle ; Algorithms ; Computer programs ; Fortran ; Four Mile Creek ; East Fork River ; Wyoming ; Iowa ; WEST computer program ; HP-3000 computers ; ARM model ; CHANL model
Internet Access
Description Access URL
https://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=9101XXM0.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EHAM  GB980.L49 1979 Region 1 Library/Boston,MA 04/29/2016
EJED  EPA 600-3-79-028 OCSPP Chemical Library/Washington,DC 06/04/2019
ELBD ARCHIVE EPA-600-3-79-028 Received from HQ AWBERC Library/Cincinnati,OH 10/04/2023
EMBD  PB299-070 MF NRMRL/GWERD Library/Ada,OK 01/21/1994
ERAD  EPA 600/3-79-028 Region 9 Library/San Francisco,CA 10/22/2012
ESAD  EPA 600-3-79-028 Region 10 Library/Seattle,WA 01/11/2002
NTIS  PB-299 070 Some EPA libraries have a fiche copy filed under the call number shown. 07/26/2022
Collation xv, 357 pages : illustrations ; 28 cm.
Abstract This report describes the development and initial testing of the Watershed Erosion and Sediment Transport (WEST) Model. It is a deterministic conceptual model which operates in two phases. In the first one, hydrological and erosion processes associated with the land surfaces of a watershed are simulated, using the Agricultural Runoff Management (ARM) Model. The research work in this project centered on the second phase, in which the movement of water and sediment through a channel system is simulated using the CHANL Model. In the CHANL model the channels of a watershed are represented by a network of reaches. Hydraulic routing is performed using the kinematic wave approximation. The results are fed to the sediment algorithms which explicitly represent the processes of deposition, scour, armoring, and advection. The model is designed to handle any mixture of cohesive and cohesionless sediment. The model has been tested on laboratory data and on data from the East Fork River, Wyoming. Results from these tests were satisfactory. The model was also tested on data recorded on Four Mile Creek, Iowa. In this test, inadequate data made it impossible to draw any definite conclusions regarding model performance.
Notes Hydrocomp, Inc. "Grant no. R803726-01-0." "EPA 600-3-79-028." "March 1979." Cover title. Includes bibliographical references (pages 187-190).
Place Published Athens, Ga. Springfield, Va.
Access Notes Also issued online.
Corporate Au Added Ent Hydrocomp Incorporated,; Environmental Research Laboratory (Athens, Ga.),
Corp Au Ser Add Ent United States. Environmental Protection Agency. Ecological research series ; EPA-600/3-79-028.
PUB Date Free Form 1979
Series Title Untraced Ecological research series ; EPA-600/3-79-028
NTIS Prices PC A16/MF A01
BIB Level m
Medium unmediated
Content text
Carrier volume
Cataloging Source OCLC/T
Merged OCLC records 1225754390
OCLC Time Stamp 20190531061646
Language eng
SUDOCS Number EP 1.23:600/3-79-028
Origin OCLC
Type MERGE
OCLC Rec Leader 02729cam 2200601Ii 45010