Analysis of seepage stability and deformation of dam for Doupo Reservoir

LUO Chang-jun1; HU Feng2; ZHANG Lei-qi2; WANG Hui-wu3

doi:10.16285/j.rsm.2006.08.015

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Analysis of seepage stability and deformation of dam for Doupo Reservoir

更新时间：2026-06-25

- Analysis of seepage stability and deformation of dam for Doupo Reservoir
- Issue 8, Pages: 1305-1311(2006)
- 作者机构：
  
  1. 华中科技大学水电与数字化工程学院
  2. 河南省南阳市水利建筑勘测设计院
  3. 河南省南阳市水利局
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2006.08.015
  CLC： TV223.4
- Published：2006
- 稿件说明：
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[1]罗长军,胡峰,张磊奇,王会午.陡坡水库大坝渗透稳定性及渗透变形分析[J].岩土力学,2006(08):1305-1311.

LUO Chang-jun1, HU Feng2, ZHANG Lei-qi2, et al. Analysis of seepage stability and deformation of dam for Doupo Reservoir[J]. 2006, (8): 1305-1311.
[1]罗长军,胡峰,张磊奇,王会午.陡坡水库大坝渗透稳定性及渗透变形分析[J].岩土力学,2006(08):1305-1311. DOI： 10.16285/j.rsm.2006.08.015.

LUO Chang-jun1, HU Feng2, ZHANG Lei-qi2, et al. Analysis of seepage stability and deformation of dam for Doupo Reservoir[J]. 2006, (8): 1305-1311. DOI： 10.16285/j.rsm.2006.08.015.

摘要

陡坡水库存在大坝质量差、坝体发育大量裂缝、背水坡出现散浸现象、坝后沼泽化并形成一上升泉以及排水渠和鱼池有絮状析出物、渗漏量增大等问题

这些异常现象都是由坝体及坝基渗流引起的。在阐述坝体和坝基地质、水文地质条件情况下

分析了大坝渗漏成因及大坝的渗透稳定性

指出坝体实际浸润线及坝体渗漏量是不正常的

特别是1987年后当库水位高于194 m

同一库水位呈上升趋势

这是反常的。坝基实际渗漏量异常

存在管涌和接触冲刷问题

尤其库水位低至193.84 m

坝后上升泉仍有沙沸现象。上述现象表明大坝渗流是危险的

并分析了散浸、析出物、上升泉及沼泽化、坝肩及绕坝渗漏等现象的成因。

Abstract

Some questions such as disqualification dam

many cracks in developing dam body

disperse-impregnation in the downstream slope of dam

forming ascending spring owing to marshization in dam back

wadding educts coming from drainage ditch and rearing pond and a lot of seepage amount were occurred.These abnormal phenomena were brought by the seepages in the body and foundation of dam.On the circumstances of describing the dam body

foundation geological and hydrogeological conditions

cause of formation of the dam seepage and seepage stability of the dam were analyzed.It is pointed out that the actual saturation line and seepage amount of dam body were abnomal.Especially

the reservoir level was beyond 194 m after 1987

that compared with beforetime

it was abnomal that the identical reservoir level tended to go up.The actual seepage quantity of the dam foundation was unconventional

there were the questions of piping of the highly permeable layer and contact erosion

especially

the reservoir level was under 193.84 m

sand boil in ascending spring behind dam appears.Therefore

the seepage of dam was dangerous.The reasons of formation of dispersed-impregnation and exudates in dam

ascending spring

marshization

the seepage of shoulder and by-pass dam were analyzed.

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