The parameters of non-linear Muskingum model (NLMM) are usually assumed to be constant during the flood routing period. Recently, the need to consider a variable exponent parameter for the NLMM has been emphasised. A suitable continuous variable exponent parameter can substantially improve the model. In this study, an appropriate continuous inflow-based exponent is proposed for the NLMM. The discharges of inflow hydrographs of future events may be different and larger than the discharges of inflow hydrographs used in the calibration stage, and thus the proposed inflow-based function for the exponent parameter is considered such that it varies only in a small range regardless of the size of the future inflow hydrographs and their durations (safe extrapolation). When volumes of the inflow and outflow hydrographs are different, the lateral flows are expected to play a relevant role in the flood routing procedure. These effects are also considered in this research. The proposed model was implemented and tested on three different sets of benchmark hydrographs from the literature and the improvement in performance of the proposed model was considerable.
Article navigation
April 2017
Research Article|
January 12 2016
Non-linear Muskingum model with inflow-based exponent Available to Purchase
Ali R. Vatankhah, PhD
Ali R. Vatankhah, PhD
Associate Professor
Department of Irrigation and Reclamation Engineering, University College of Agriculture and Natural Resources, University of Tehran, Karaj, Iran (corresponding author: arvatan@ut.ac.ir)
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
November 03 2014
Accepted:
November 10 2015
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Water Management (2017) 170 (2): 66–80.
Article history
Received:
November 03 2014
Accepted:
November 10 2015
Citation
Vatankhah AR (2017), "Non-linear Muskingum model with inflow-based exponent". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 170 No. 2 pp. 66–80, doi: https://doi.org/10.1680/jwama.14.00130
Download citation file:
Suggested Reading
Project history of Dublin's River Liffey bridges
Proceedings of the Institution of Civil Engineers - Bridge Engineering (December,2003)
Scour downstream of aprons caused by sluices
Proceedings of the Institution of Civil Engineers - Water Management (June,2005)
Estimating transverse mixing coefficients
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (December,2001)
Water in rivers: flooding
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (June,2001)
Scour and flow around submerged structures
Proceedings of the Institution of Civil Engineers - Water Management (February,2014)
Related Chapters
Building a resilient system of defence against flooding from the Rhône
ICE Themes Flood Resilience
Steady uniform flow in open channels
ICE Core Concepts: Hydraulics for Civil Engineers
Open-channel flow with varying conditions
ICE Core Concepts: Hydraulics for Civil Engineers
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
