scholarly journals Investigation of Flood Routing Using Variable Parameter Kinematic Wave Model (VPKWM) for Non-Prismatic Natural Channel in an Ungauged Basin

2020 ◽  
Vol 10 (2) ◽  
pp. 111-118
Author(s):  
B. Bharali ◽  
U.K. Misra
Keyword(s):  
Variable Parameter ◽  
Wave Model ◽  
Flood Routing ◽  
Peak Time ◽  
Kinematic Wave ◽  
Ungauged Basin ◽  
Venant Equation ◽  
Channel Slope ◽  
Rainfall Runoff Model ◽  
Kinematic Wave Model

AbstractThis research concerns about the development and application of Variable Parameter Kinematic Wave Numerical model (VPKWM) based on 1-D Saint-Venant equation, to study the behaviour of the propagation of a flood wave in Non-prismatic natural waterways in an ungauged basin. The channel slope and wetted perimeter are considered as variable because of the irregularity of the boundary of the channel and the change in magnitude of discharge. The scarcity of reliable inflow data at upstream is a serious problem for the flood routing process in an ungauged basin. In this study the inflow hydrograph and lateral inflow hydrographs are obtained using SCS-CN method as rainfall runoff model. The performance of the model assessed considering four parameters such as root mean square error (RMSE), peak discharge, peak time and total volume. The results indicated that the VPKWM for non-prismatic channel provided reasonable output compared with the observed data.

A storage model for the simulation of the hydraulic behaviour of drainage networks

1997 ◽  
Vol 36 (8-9) ◽  
pp. 57-63 ◽  
Author(s):  
Homayoun Motiee ◽  
Bernard Chocat ◽  
Olivier Blanpain
Keyword(s):  
Wave Model ◽  
Kinematic Wave ◽  
Hydraulic Simulation ◽  
Diffusion Wave ◽  
Storage Model ◽  
Hydraulic Behaviour ◽  
Drainage Networks ◽  
Saint Venant Equations ◽  
Kinematic Wave Model ◽  
And Diffusion

This paper presents a model for the hydraulic simulation of a drainage network using the storage concept. This model is easier to use than the complete Barre de Saint Venant equations and gives better results than the usual conceptual models, i.e. the Muskingum model, or than models obtained by the simplification of the Saint Venant equations (kinematic wave model and diffusion wave model).

The description of soil erosion through a kinematic wave model

1993 ◽  
Vol 145 (1-2) ◽  
pp. 65-82 ◽  
Author(s):  
A. Laguna ◽  
J.V. Giráldez
Keyword(s):  
Soil Erosion ◽  
Wave Model ◽  
Kinematic Wave ◽  
Kinematic Wave Model

Estimating a-priori kinematic wave model parameters based on regionalization for flash flood forecasting in the Conterminous United States

2016 ◽  
Vol 541 ◽  
pp. 421-433 ◽  
Author(s):  
Humberto Vergara ◽  
Pierre-Emmanuel Kirstetter ◽  
Jonathan J. Gourley ◽  
Zachary L. Flamig ◽  
Yang Hong ◽  
...  
Keyword(s):  
United States ◽  
Flash Flood ◽  
A Priori ◽  
Wave Model ◽  
Flood Forecasting ◽  
Model Parameters ◽  
Kinematic Wave ◽  
Kinematic Wave Model ◽  
Flash Flood Forecasting

The Impact of Recession Infiltration on Runoff Volume Computed by the Kinematic Wave Model

1993 ◽  
Vol 36 (5) ◽  
pp. 1353-1361 ◽  
Author(s):  
J. J. Stone ◽  
E. D. Shirley ◽  
L. J. Lane
Keyword(s):  
Wave Model ◽  
Kinematic Wave ◽  
Runoff Volume ◽  
Kinematic Wave Model ◽  
The Impact
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