首页> 外文会议>International Symposium on River Sedimentation vol.3; 20041018-21; Yichang(CN) >SEASONAL POTENTIAL SEEPAGE ANALYSIS OF RAJSHAHI CITY PROTECTION EMBANKMENT, RAJSHAHI, BANGLADESH
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SEASONAL POTENTIAL SEEPAGE ANALYSIS OF RAJSHAHI CITY PROTECTION EMBANKMENT, RAJSHAHI, BANGLADESH

机译:孟加拉国拉杰沙希市拉杰沙希市防护路堤的季节潜在渗流分析

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摘要

Seepage analysis using flow net construction of 5 locations along the Rajshahi City Protection Embankment (RCPE) reveals that significant amount of seepage was developed during rainy seasons in several specified years. The study was conducted using the water level data of Ganges River from years 1972 to 2002. The average minimum seepage quantity was 28.48 cm~3·s~(-1)·m~(-1) width at Dargapara and the maximum was 64.53 cm~3·s~(-1)·m~(-1) width at Talaimari during this period. During 1987-1988 and 1998-1999, water level at Ganges was above me danger level and the seepage amount was very high (ranging 48.21 cm~3·s~(-1)·m~(-1) to 64.53 cm~3·s~(-1)·m~(-1) width) which caused severe damage to the embankment at Talaimari and Khojapur locations. In some other locations, soil erosion and cracking in bottom of the embankment was also occurred. Talaimari and Khojapur part of the embankment was found to be most vulnerable in terms of safety due to the seepage problems. This study suggests immediate repair works have to be done in the seepage prone areas.
机译:使用沿拉吉沙希市保护河堤(RCPE)的5个位置的流网建设进行渗流分析,结果表明,在特定年份的雨季期间,大量渗水发生。该研究是利用1972年至2002年恒河的水位数据进行的。在Dargapara,平均最小渗水量为28.48 cm〜3·s〜(-1)·m〜(-1)宽度,最大渗水量为64.53。此时期Talaimari的cm〜3·s〜(-1)·m〜(-1)宽度。在1987-1988年和1998-1999年期间,恒河的水位高于我的危险水平,并且渗水量非常高(范围为48.21 cm〜3·s〜(-1)·m〜(-1)至64.53 cm〜3 ·s〜(-1)·m〜(-1)宽度)对Talaimari和Khojapur地点的路堤造成了严重破坏。在其他一些地方,路堤底部也发生了水土流失和开裂。人们发现,由于渗漏问题,在安全性方面,路堤的Talaimari和Khojapur部分最脆弱。这项研究表明,必须在容易发生渗水的地区立即进行维修。

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