A simplified model for predicting daily transmission losses in a stream channel

Journal of the American Water Resources Association

Volumn 32, Issue 6, 1996, Pages 1139-1146

  Rao, Chris X ^b   Maurer, Edwin P ^a  

^a Natural Resources Consulting Eng Inc   (United States)

^b NONE

Author keywords

Channel seepage; Seepage; Simulation; Stream aquifer interaction; Surface water hydrology; Transmission losses

Indexed keywords

EID: 0030447171     PISSN: 1093474X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1752-1688.1996.tb03484.x     Document Type: Article

References (7)

1. Evanson, R. E., 1966. Hydrologic Inventory of the Lompoc Subarea, Santa Ynez River Basin, Santa Barbara County, California, 1957-1962. U.S. Geological Survey, Water Resources Division. Menlo Park, California.
2. Harr, M. E., 1962. Groundwater and Seepage. McGraw-Hill Company.
3. Jordan, P. R., 1977. Streamflow Transmission Losses in Western Kansas. Journal of the Hydraulics Division American Society of Civil Engineers 103(HY8):905-920.
4. Lane, L. J., 1990. Transmission Losses, Flood Peaks, and Groundwater Recharge. Hydraulics/Hydrology of Arid Lands (H2AL). American Society of Civil Engineers, pp. 343-348.
5. Mishra, G. C. and S. M. Seth, 1988. Recharge from a River of Large Width to a Shallow Water-Table Aquifer. Ground Water 26(4): 439-444.
6. U.S. Bureau of Reclamation, 1967. Design Standards No. 3 -Canals and Related Structures. Denver, Colorado, pp. 1-2.
7. Walters, M. O., 1990. Transmission Losses in Arid Region. Journal of Hydraulic Engineering, American Society of Civil Engineers 116(1):129-138.