References

Al-Mohammed, F.M. and S.H. Mohammed, 2015. Flow through and over gravel gabion weirs. J. Kerbala Univ., 13: 193-205.

Izbash, S.V., 1970. Hydraulics of River Channel Closure. Butterworths, London, UK., Pages: 174.

Leps, T.M., 1973. Flow through Rockfill. In: Embankment dam Engineering: Casagrande Volume, Hirschfeld, R.C. and S.J. Polous (Eds.). John Wiley and Sons, Hoboken, New Jersey, USA., pp: 86-1 07.

Maeno, S., K. Michioku, S. Morinaga and T. Ohnishi, 2002. Hydraulic characteristics of a rubble mound weir and its failure process. Proceedings of the 5th International Conference on Hydroscience and Engineering (ICHE’02), September 18-21, 2002, Warsaw University of Technology, Warsaw, Poland, pp: 1-7.

Omran, H.A., S.I. Khassaf and F.A. Hassan, 2016. The effect of flow conditions and geometric parameters on the scour value downstream composite structures of weir and gate. Kufa J. Eng., 7: 115-128.
Direct Link  |  

Parkin, A.K., 1963. Rockfill Dams with Inbuilt Spillways: Part I-Hydraulic Characteristics. Water Research Foundation of Australia, Australia,.

Shekho, A.A., 2009. Determaination of the coefficient of transmissibility of quarried rocks. J. Al Taqani, 22: A64-A73.
Direct Link  |  

Terzaghi, K., R.B. Peck and G. Mesri, 1996. Soil Mechanics in Engineering Practice. 3rd Edn., John Wiley and Sons, Inc, New York, USA., ISBN-13: 9780471086581, Pages: 549.