| contributor author | Parthasarathi Choudhury | |
| contributor author | Rakesh Kumar Shrivastava | |
| contributor author | Sandeep M. Narulkar | |
| date accessioned | 2017-05-08T22:05:57Z | |
| date available | 2017-05-08T22:05:57Z | |
| date copyright | November 2002 | |
| date issued | 2002 | |
| identifier other | 26163301.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71297 | |
| description abstract | The Muskingum model is a two-parameter model that is applicable for single inflow flood routing. In real world problems, a number of tributaries join the main channel at different locations constituting a channel network. In order to simulate the flood flow in river networks using the Muskingum method, the multiple inflows are substituted by the equivalent single inflow. The present model structure is simple and gives a general form of the basic Muskingum equation. The numerical application of the model was performed using flood events of the upper Narmada Basin (India). The parameters | |
| publisher | American Society of Civil Engineers | |
| title | Flood Routing in River Networks Using Equivalent Muskingum Inflow | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 6 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(2002)7:6(413) | |
| tree | Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 006 | |
| contenttype | Fulltext | |
