The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake

The Wenchuan Earthquake took place in the upper reach catchment of the Min River. It resulted in large amounts of loose materials gathering in the river channel, leading to changes in the sediment transport system in this area. The Zipingpu Reservoir is the last and the largest reservoir located in...

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Main Authors: Zhong-Luan Yan, Lei-Lei Qin, Rui Wang, Jia Li, Xiao-Ming Wang, Xi-Liang Tang, Rui-Dong An
Format: Article
Language:English
Published: MDPI AG 2018-04-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/10/5/557
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spelling doaj-d093c4f4cf7949cb8f6177a57518ff562020-11-24T21:12:10ZengMDPI AGWater2073-44412018-04-0110555710.3390/w10050557w10050557The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an EarthquakeZhong-Luan Yan0Lei-Lei Qin1Rui Wang2Jia Li3Xiao-Ming Wang4Xi-Liang Tang5Rui-Dong An6Postdoctoral Research Station, China Three Gorges Corporation, Beijing 100038, ChinaPostdoctoral Research Station, China Three Gorges Corporation, Beijing 100038, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaChina Three Gorges Projects Development Co., Ltd., Chengdu 610094, ChinaChina Three Gorges Projects Development Co., Ltd., Chengdu 610094, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaThe Wenchuan Earthquake took place in the upper reach catchment of the Min River. It resulted in large amounts of loose materials gathering in the river channel, leading to changes in the sediment transport system in this area. The Zipingpu Reservoir is the last and the largest reservoir located in the upper reach of the Min River. It is near the epicenter and receives sediment from upstream. This paper puts forward a study on the reservoir sedimentation and storage capacity of the Zipingpu Reservoir, employing a multi-beam echo-sounder system in December 2012. Then, the data were merged with digital line graphics and shuttle radar topography mission data in ArcGIS to build a digital elevation model and triangulate the irregular network of Zipingpu Reservoir. Via the analysis of the bathymetric data, the results show the following: (1) The main channels of the reservoir gradually aggrade to a flat bottom from the deep-cutting valley. Sedimentation forms a reach with a W-shaped longitudinal thalweg profile and an almost zero slope reach in the upstream section of the reservoir due to the natural barrier induced by a landslide; (2) The loss ratios of the wetted cross-section surface are higher than 10% in the upstream section of the reservoir and higher than 40% in the natural barrier area; (3) Comparing the surveyed area storage capacity of December 2012 with March 2008, the Zipingpu Reservoir has lost 15.28% of its capacity at the dead storage water level and 10.49% of its capacity at the flood limit water level.http://www.mdpi.com/2073-4441/10/5/557multi-beam echo-sounderZipingpu Reservoirsediment depositiontopographical changecapacity loss
collection DOAJ
language English
format Article
sources DOAJ
author Zhong-Luan Yan
Lei-Lei Qin
Rui Wang
Jia Li
Xiao-Ming Wang
Xi-Liang Tang
Rui-Dong An
spellingShingle Zhong-Luan Yan
Lei-Lei Qin
Rui Wang
Jia Li
Xiao-Ming Wang
Xi-Liang Tang
Rui-Dong An
The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake
Water
multi-beam echo-sounder
Zipingpu Reservoir
sediment deposition
topographical change
capacity loss
author_facet Zhong-Luan Yan
Lei-Lei Qin
Rui Wang
Jia Li
Xiao-Ming Wang
Xi-Liang Tang
Rui-Dong An
author_sort Zhong-Luan Yan
title The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake
title_short The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake
title_full The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake
title_fullStr The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake
title_full_unstemmed The Application of a Multi-Beam Echo-Sounder in the Analysis of the Sedimentation Situation of a Large Reservoir after an Earthquake
title_sort application of a multi-beam echo-sounder in the analysis of the sedimentation situation of a large reservoir after an earthquake
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2018-04-01
description The Wenchuan Earthquake took place in the upper reach catchment of the Min River. It resulted in large amounts of loose materials gathering in the river channel, leading to changes in the sediment transport system in this area. The Zipingpu Reservoir is the last and the largest reservoir located in the upper reach of the Min River. It is near the epicenter and receives sediment from upstream. This paper puts forward a study on the reservoir sedimentation and storage capacity of the Zipingpu Reservoir, employing a multi-beam echo-sounder system in December 2012. Then, the data were merged with digital line graphics and shuttle radar topography mission data in ArcGIS to build a digital elevation model and triangulate the irregular network of Zipingpu Reservoir. Via the analysis of the bathymetric data, the results show the following: (1) The main channels of the reservoir gradually aggrade to a flat bottom from the deep-cutting valley. Sedimentation forms a reach with a W-shaped longitudinal thalweg profile and an almost zero slope reach in the upstream section of the reservoir due to the natural barrier induced by a landslide; (2) The loss ratios of the wetted cross-section surface are higher than 10% in the upstream section of the reservoir and higher than 40% in the natural barrier area; (3) Comparing the surveyed area storage capacity of December 2012 with March 2008, the Zipingpu Reservoir has lost 15.28% of its capacity at the dead storage water level and 10.49% of its capacity at the flood limit water level.
topic multi-beam echo-sounder
Zipingpu Reservoir
sediment deposition
topographical change
capacity loss
url http://www.mdpi.com/2073-4441/10/5/557
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