DAM BREAK ANALYSIS USING MIKE11 FOR LOWER NAGAVALI DAM AND RUKURADAM
Dam Safety Office, “Prediction of Embankment Dam Breach Parameters-A Literature Review and Need Assessment”, Water Resources Laboratory, Denver, July1998.2.Thomas C MacDonald and Jennifer Langridge-Monopolis, “Breaching Characteristics of Dam Failures” J. Hydraulics Div. ASCE (110)5 567-586, 1984.3.Y. Xu and L. M. Zhang, M.ASCE, “Breaching Parameters for Earth and Rockfill Dams”, J. Geotech. Geoenviron. Eng. 2009.135:1957-1970.4.Tony L. Wahl, “Uncertainty of Predictions of Embankment Dam Breach Parameters,” Journal of Hydroulic Engineering, vol. 130, no. 389, 2004, pp.389-397.doi:10.1061/(ASCE)0733-9429(2004)130:5(389)5.D. Michael Gee, “ Comparison of Dam Breach Parameter Estimators,” Senior Hydraulic Engineer, Corps of Engineers Hydrologic Engineering Center, 609 2nd St., Davis, CA 95616; email: email@example.com.Project Report on Lower Nagavali Irrigation Project and Rukura Irrigation Project from Government of Odisha Department of Water Resources(2012)7.Froehlich D C, “Peak Outflow from Breached Embankment Dam” J. of Water Resources Planning Management (121)1 90-97,1995
Bruce Harrington, “Dam Break Analysis and Hazard Classification,” MD Dam Safety,410-334-3411.9.i (Frank) Xiong, “A Dam Break Analysis Using HEC-RAS,” Journal of Water Resource and Protection, 2011, 3, 370-379. doi:10.4236/jwarp.2011.36047 published Online June201110.FERC (1988), USA Federal Regulatory Commission –Notice of Revised Emergency Action Plan Guidelines, February 22,1988.11.Fread, D. L. (1988a), BREACH: An Erosion Model for Earthen Dam Failures, National Weather Service, Office of Hydrology, Silver Spring, MD (revised1991)12.Fread, D.L. (1988b), “The NWS DAMBRK Model: Quick Users Guide,” Hydrologic Research Laboratory, Office of Hydrology, National Weather Service, NOAA, June 20, 1988 (Revision 4, August 1991)
- There are currently no refbacks.