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复杂构造区水库坝址比选与拱坝适应性分析OA

Comparison of Alternative Reservoir Dam Sites in Geologically Complex Tectonic Regions and Suitability Assessment of Arch Dams

中文摘要英文摘要

针对大田河水库所处的青藏-滇缅-印尼"歹"字形与三江构造带复合的复杂构造区,为保障工程安全与经济可行,需科学选定坝址与坝型.通过区域地质调查、坝段工程地质综合比选及坝址详勘,系统分析断裂构造、岩体结构、边坡稳定性及渗漏条件.基于地形、岩性、构造及水文地质条件,对拱坝与心墙坝方案进行适宜性对比.结果表明:研究推荐避开主断裂F1 的下坝址,其河谷狭窄、岩体完整性相对较好;堆石混凝土拱坝在防渗线长度、溢洪道布置及建筑材料成本方面均优于沥青混凝土心墙坝.在针对性地基处理后,堆石混凝土拱坝方案能较好地适应复杂构造区软硬相间岩体及陡倾结构面发育的地质条件,具备良好的技术可行性与经济效益.

Datianhe Reservoir is located in a complex tectonic zone,where the"歹"-shaped tectonic belt of Qinghai-Xizang-Yunnan-Myanmar-Indonesia and the Three Rivers Tectonic Belt intersect.To ensure engineering safety and economic feasibility,it is necessary to scientifically determine the dam site and dam type.Through regional geological survey,comprehensive engineering geological comparison of dam sections,and detailed exploration of dam sites,this study systematically analyzes fault structures,rock mass structures,slope stability and seepage conditions.Based on topography,lithology,tectonic settings and hydrogeological conditions,the suitability of arch dam and core wall dam schemes is compared.The results show that the lower dam site,which avoids the main fault F1,is recommended in this study;it features a narrow river valley and relatively intact rock mass.The roller-compacted concrete arch dam is superior to the asphalt concrete core wall dam in terms of seepage cutoff length,spillway layout and construction material cost.After targeted foundation treatment,the roller-compacted concrete arch dam scheme can well adapt to the geological conditions of alternating hard and soft rock masses and well-developed steeply dipping structural planes in complex tectonic zones,with sound technical feasibility and economic benefits.

李照阳

山东省水利勘测设计院有限公司西南分公司,贵州 贵阳 550001

建筑与水利

复杂构造区坝址比选工程地质评价拱坝大田河水库

complex tectonic zonedam site comparison and selectionengineering geological evaluationarch damDatianhe Reservoir

《红水河》 2026 (1)

6-10,5

10.3969/j.issn.1001-408X.2026.01.002

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