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Journal ArticleDOI

Flood routing in tree type channel networks

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TLDR
The computer program is based on the implicit-finite difference algorithm recently developed by Nguyen and Kawano (1995), and the system of simultaneous equations resulting from the finite-difference discretization is solved using an efficient double sweep algorithm specially designed for tree type channel networks.
Abstract
The objective of this study is to develop and demonstrate the applicability of a computer code for flood routing in large tree type channel networks. The computer program is based on the implicit-finite difference algorithm recently developed by Nguyen and Kawano (1995). In this method, the system of simultaneous equations resulting from the finite-difference discretization is solved using an efficient double sweep algorithm specially designed for tree type channel networks. The computer code is applied to Ganga River Basin from Haridwar to Farakka barrage. The network consists of 29 channels with a combined length of 10,682 km. Flood routing is carried out with Log Pearson type III inflow hydrographs at the inlets of all the tributaries. The results are discussed in terms of the outflow hydrographs.

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Citations
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Journal ArticleDOI

Tehri dam-breach versus monsoon flood routing in the ganga river system

TL;DR: In this article, the authors used NWS-FLDWAV model to predict the characteristics of the flood wave such as peak flood stage, peak flood discharge and their times of occurrence and stage and discharge hydrographs.
References
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Book

Open-channel hydraulics

Ven Te Chow
TL;DR: This book discusses the development of Uniform Flow and its applications, as well as the theory and analysis of open channel flow, and the design of channels for Uniform Flow.
Book

Open Channel Hydraulics

TL;DR: In this article, the basic principles of specific energy, momentum, uniform flow, and uniform flow in alluvial channels are discussed, as well as simplified methods of flow routing.
Journal ArticleDOI

Diffusion-Wave Flood Routing in Channel Networks

TL;DR: In this article, a nonlinear diffusion-wave model is developed for routing of floods in dendritic open-channel networks, considering backwater effects from both upstream and downstream ends of a channel.