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Show Figure 8. A new 400 foot wide breach with a bottom elevation of 4190 feet. References Holley, E. R. and Waddell, K. M. 1976. Stratified Flow in Great Salt Lake Culvert: Journal of the Hydraulics Division, American Society of Civil Engineers, v. 102, no. HY7, Proceedings Paper 12250, July 1976, p. 969- 985. Pinder, G. F. and H. H. Cooper, Jr. 1970. A Numerical Technique for Calculating the Transient Position of the Saltwater Front, Water Resources Research, v. 6, No. 3, p. 875- 882. Stauffer, N. E. 1977. Great Salt Lake Causeway Model Analysis, Utah Division of Water Resources. Waddell, K. M. and E. L. Bolke, 1973. The Effects of Restricted Circulation on the Salt Balance of Great Salt Lake, Utah, Water- Resources Bulletin 18, Utah Geological and Mineral Survey. Waddell, K. M. and F. K. Fields, 1977. Model for Evaluating the Effects of Dikes on the Water and Salt Balance of Great Salt Lake, Utah, Water- Resources Bulletin 21, Utah Geological and Mineral Study, Department of Natural Resources. Wold, Steven R., Blakemore E. Thomas and Kidd Waddell, 1996. Water and Salt Balance of Great Salt Lake, Utah, and Simulation of Water And Salt Movement Through the Causeway, Open- File Report 95- 428, U. S. Geological Survey. 370 |