TECHNICAL PAPERS
Feb 1, 2001

Hydrologic Assessment of Water Losses in River

Publication: Journal of Water Resources Planning and Management
Volume 127, Issue 1

Abstract

Water loss in a channel is an important component of the hydrologic budget for the design and planning of a water diversion and delivery system. Quantitative assessment of channel losses is required in the calculations of flow components of a river basin or reach and the projections of design flows at the withdrawal and delivery points of the water diversion system. In this study, hydrologic methods are employed to determine water losses along the Sheyenne River and their significance in water delivery from the Missouri River to the Red River via the Sheyenne River, a proposed diversion project. The hydrologic budget approach is considered the most appropriate method for the Sheyenne River and the proposed project. Long-term, monthly average, and annual channel losses and their longitudinal distributions are obtained. The estimated losses can be used as the additional discharge, compensating for the losses in the water delivery and supply system.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bedient, P. B., and Huber, W. C. ( 1988). Hydrology and floodplain analysis, Addison-Wesley, Reading, Mass.
2.
Bureau of Reclamation (BOR). ( 1967). “Design standards no. 3—Canals and related structures.” Denver.
3.
Bureau of Reclamation (BOR). ( 1997). “Red River Valley municipal, rural, and industrial water needs assessment.” Rev. Draft Appraisal Rep., U.S. Department of the Interior, Denver.
4.
National handbook of recommended methods for water-data acquisition, U.S. Government Printing Office, Washington, D.C.
5.
Chow, V. T., Maidment, D. R., and Mays, L. W. ( 1988). Applied hydrology, McGraw-Hill, New York.
6.
Dillon, P. J. ( 1983). “Boundary integral model of stream aquifer interaction.” Hydro. and Water Resour. Symp., Institute of Engineers, Hobart, Australia.
7.
Dillon, P. J. ( 1984). “Ephemeral stream aquifer interaction.” PhD thesis, Department of Civil Engineering, University of Adelaide, Australia.
8.
Farnsworth, R. K., Thompson, E. S., and Peck, E. L. ( 1982). “Evaporation atlas for the contiguous (48) United States.”NOAA Tech. Rep. NWS 33, U.S. Department of Commerce, National Weather Service, Washington, D.C.
9.
Flug, M. G., Abi-Ghanem, V., and Duckstein, L. ( 1980). “An event based model of recharge from an ephemeral stream.” Water Resour. Res., 16(4), 685–690.
10.
Gupta, R. S. ( 1995). Hydrology and hydraulic system, Waveland Press, Prospect Heights, Ill.
11.
Hydrology manual for North Dakota. (1979). Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
12.
Jordan, P. R. (1977). “Streamflow transmission losses in western Kansas.”J. Hydr. Div., ASCE, 103(8), 905–919.
13.
Lane, L. J. ( 1990). “Transmission losses, flood peaks, and groundwater recharge.” Hydraulics/hydrology of arid lands (H2al), Proc., Int. Symp., R. H. French, ed., ASCE, Reston, Va., 343–348.
14.
Lane, L. J., Ferreira, V. A., and Shirley, E. D. ( 1980). “Estimating transmission losses in ephemeral stream channel system.”J. Hydro., 13, 22–40.
15.
Maidment, D. R. ( 1993). Handbook of hydrology, McGraw-Hill, New York.
16.
Mays, L. W., ed. ( 1996). Water resources handbook, McGraw-Hill, New York.
17.
Precipitation atlas of the United States. (1973). U.S. National Weather Service, Department of Commerce, Washington, D.C.
18.
Rao, C. X., and Maurer, E. P. ( 1996). “A simplified model for predicting daily transmission losses in a stream channel.” Water Resour. Bull., 32(6), 1139–1146.
19.
Shiklomanov, I. ( 1993). “Chapter 2: World fresh water resources.” Water in crisis, P. Gleick, ed., Oxford University Press, New York.
20.
U.S. Geological Survey (USGS). ( 1986). “National water summary—Hydrologic events and surface water resources.” Water Supply Paper 2300, U.S. Government Printing Office, Washington, D.C.
21.
U.S. Geological Survey (USGS). ( 1990). “Gaged and estimated monthly streamflow during 1931–1984 for selected sites in the Red River of the North basin in North Dakota and Minnesota.” Water Resour. Investigations Rep. 90-4167, Menlo Park, Calif.
22.
U.S. Geological Survey (USGS). ( 1993). “Simulated effects of the proposed Garrison diversion unit on streamflow and dissolved solids in the Sheyenne River and the Red River of the North basin, North Dakota and Minnesota.” Water Resour. Investigations Rep. 93-4200, Menlo Park, Calif.
23.
Walters, M. O. (1990). “Transmission losses in arid region.”J. Hydr. Engrg., ASCE, 116(1), 129–138.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 127Issue 1February 2001
Pages: 6 - 12

History

Received: Mar 2, 1999
Published online: Feb 1, 2001
Published in print: Feb 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Assoc. Prof., Dept. of Civ. and Constr. Engrg., Iowa State Univ., Ames, IA 50011. E-mail: [email protected]
Vice Pres., Houston Engineering, Inc., Minneapolis, MN 55416.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share