CHAPTER 13: CATCHMENT MODELING |
"The Muskingum routing coefficients calculated in the conventional way have not been determined from physical
considerations; therefore, any attempt at extrapolation is bound to be extremely risky."
Jean A. Cunge (1969)
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13.1 CLASSIFICATION OF CATCHMENT MODELS
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Table 1. Soitec Solar Projects planned in Boulevard, California.
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No. |
Solar Project |
Capacity (MW) |
No. of trackers |
Area (ac) |
Date of planned operation |
1 |
Rugged Solar |
80 |
3,588 |
765 |
December 31, 2014 |
2 |
Tierra del Sol Solar |
60 |
2,538 |
420 |
December 31, 2014 |
3 |
LanEast Solar |
22 |
900 |
233 |
October 31, 2014 |
4 |
LanWest Solar |
6.5 |
264 |
55 |
February 28, 2014 |
5 |
Total Soitec in Boulevard |
168.5 |
7,290 |
1,473 |
December 2014 |
13.2 MODEL COMPONENTS AND MODEL CONSTRUCTION
The
13.3 MODEL CALIBRATION AND VERIFICATION
All
13.4 CATCHMENT MODELS
The
QUESTIONS
PROBLEMS
REFERENCES
Alley, W. M., T. E. Reilly, and. O. E. Franke. 1999. Sustainability of ground-water resources.
U.S. Geological Survey Circular 1186, Denver, Colorado, 79 p.
http://engineeringhydrology.sdsu.edu |
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