Hybrid Model for Derivation of Synthetic Unit Hydrograph
Author:
Affiliation:
1. National Institute of Hydrology, Roorkee, Uttaranchal, India-247 667.
2. Indian Institute of Technology, Roorkee, Uttaranchal, India-247 667.
3. Dept. of Water Resources Engineering, Lund Univ., Sweden.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0699%282005%2910%3A6%28458%29
Reference33 articles.
1. Fitting a Gamma Distribution Over a Synthetic Unit Hydrograph
2. Simplified Two-Parameter Gamma Distribution for Derivation of Synthetic Unit Hydrograph
3. Central Water Commission (CWC). (1980). “Flood estimation report for Lower Godavari subzone 3F: A method based on unit hydrograph principles.” Design Office Rep. No. 3/1980 Hydrology (small catchments) Directorate CWC New Delhi India.
4. Central Water Commission (CWC). (1982). “Flood estimation report for Lower Narmada and Tapi subzone 3B: A method based on unit hydrograph principles.” Design Office Rep. No. LNT/4/81 Hydrology (small catchments) Directorate CWC New Delhi India.
5. General hydrologic system model;Chow V. T.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1971
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