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Journal ArticleDOI

Experimental study on performance of spurs

TLDR
In this article, the distorted hydraulic model studies conducted on the existing mobile bed model of Kosi River at CWPRS Pune with horizontal scale 1/500 and vertical scale 1 /70.
Abstract
During the flood of 2001 in the Kosi River, a large portion of the river bank along the Western Kosi Main Canal (WKMC) between chainage 0.00 km and 4.237 km was damaged. The spur at chainage 2.25 km along the western flood embankment located near WKMC was also damaged during the flood of 2002. The Kosi Barrage Gate Regulation Committee in May 2003 inspected these sites and requested the Central Water and Power Research Station (CWPRS), Pune, to conduct model studies of Kosi River for effective river training works. This article describes the distorted hydraulic model studies conducted on the existing mobile bed model of Kosi River at CWPRS Pune with horizontal scale 1/500 and vertical scale 1/70. The results indicated that two spurs, one located at chainage 3.5 km and another at chainage 3.75 km, along the WKMC would help to deflect the flow away from the bank and reduce the flow concentration on the existing spur at chainage 2.25 km of Western Flood Embankment.

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Citations
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Journal ArticleDOI

Scour around impermeable spur dikes: a review

TL;DR: A review of the scour around spur dikes with all possible aspects, like temporal and maximum scour depth, flow pattern, and parameters affecting scour phenomenon has been discussed briefly as mentioned in this paper.
Journal ArticleDOI

Streambank Stabilization Design, Research, and Monitoring: The Current State and Future Needs

TL;DR: Eleven general streambank stabilization practices, consisting of both instream structures and streambank management techniques, are identified in this literature review and a list of specific research needs for each stabilization technique is provided.

Bank Shifting of River Ganga in the Downstream of Bhagalpur Vikramshila Setu

TL;DR: In this paper, a study of satellite image of 1988 and 2006 using ARC-GIS, it was found that there is significant amount of bank shifting occurred during this period and the rate of erosion was found to be more in between 2003 & 2011 in comparison with 1988 & 2006 satellite image study.
Journal ArticleDOI

Simulation of flow around a permeable dike using physical and 3D-CFD models

TL;DR: In this paper, complementary numerical and experimental physical models were conducted to investigate flow parameters around an isolated permeable spur dike using ANSYS FLUENT ver. 16.1 software.
Journal Article

Numerical Simulation-Optimization for Channelization of River Kosi

TL;DR: In this paper, the authors presented the analysis of hydraulic aspects of channelizing the river Kosi by using 1D mathematical model HEC-RAS 4.1 and found that the channelization width of 1100 m would minimize aggradations and degradation of the river.
References
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Journal ArticleDOI

Inland Delta Building Activity of Kosi River

TL;DR: In this paper, the Kosi project consisting of 150 miles of flood embankments, construction of a barrage, provision of irrigation of 2,600,000 acres and power generation of approximately 20,000 kw, has been completed.
Journal Article

An Analysis of Location and Orientation of Repelling Spurs in Rivers

TL;DR: In this paper, an effort has been made to collect the data of the spurs from actual field and to correlate dirnensionless parameters evolved on the basis of theoretical and dimensional analysis to define spur's location, orientation and geometry.