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Extending and treating for Huangbizhuang reservoir

机译:黄比庄水库延伸和治疗

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Huangbizhuang reservoir is situated in Shijiazhuang city northwest 30km ofHebei province of China. The project includes main dam (homogeneous earth fill dam), auxiliary dam (homogeneous earth fill darn), gravity darn, normal spillway and emergency spillway and its total storage capacity reaches 1,210,000,000m~3. I he project was first built in 1958 and has emerged many problems in its more than 40 years' operation process. These problems include: 1) the standard of flood control is on the low side; 2) the cracks on the top of auxiliary dam and in clayey apron have led to serious seepage failure; 3) roundabout seepage gradient of gravity dam is rather high, and there are many defects beyond retrieve in sluice gate of generating tunnel and headstock gear; 4) sluice's slide resistance stabilization of normal spillway can't satisfies requirement and there are charring and denudation phenomena on the surface of barrage and bed plate of draining tank. This paper put forwards corresponding treatment measures and has designed repairing scheme aiming at the above problems considering technique, economy, and environment etc. Extending & treating project to this reservoir dated from 1998, and now has closed to end. This paper also discusses some new problems emerged in the process of extending & treating. (For example, occurred slump settlement over and again during the construction of auxiliary dam's cut-off wall; The environment effect of seepage control, etc.)
机译:黄比煌水库位于石家庄市西北30公里中国。该项目包括主坝(均质地球填充大坝),辅助坝(均匀地球填充DARN),重力DARN,正常溢洪道和紧急溢洪道及其总存储容量达到1,210,000万〜3。我项目首次建于1958年,并在40多年的运作过程中出现了许多问题。这些问题包括:1)防洪标准位于低端; 2)辅助坝顶部和粘土围裙的裂缝导致严重的渗流失效; 3)重心渗流的环形交叉路口渗流坝的梯度相当高,并且在发电隧道和篮板齿轮的闸门中检索有许多缺陷; 4)闸门的滑动阻力稳定普通溢洪道不能满足要求,并且在排水箱的拦截和床板表面上存在炭化和剥蚀现象。本文提出了相应的处理措施,并设计了旨在考虑技术,经济和环境等的上述问题的修复方案。将项目扩展和处理到1998年,现在已经关闭了结束。本文还讨论了在延长和治疗过程中出现了一些新问题。 (例如,在辅助坝截止墙的构建过程中,发生了坍塌沉降;渗流控制等的环境效应

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