云南水力发电
雲南水力髮電
운남수력발전
YUNNAN WATER POWER
2015年
4期
30-33,37
,共5页
游健%金葵%李木凤
遊健%金葵%李木鳳
유건%금규%리목봉
五一水库%粘土心墙风化料分区坝%大坝优化设计
五一水庫%粘土心牆風化料分區壩%大壩優化設計
오일수고%점토심장풍화료분구패%대패우화설계
Wu Yi reservoir%clay core wall weathered material zoned dam%optimization of dam design
根据坝址区地质条件及当地建材的性质、储量，经前期坝型比较分析，确定坝型为粘土心墙风化料分区坝。经料场复查及碾压试验验证，结合料场开采规划，根据基础开挖揭露的实际地质情况，对大坝进行了优化设计。五一水库2010年9月蓄水至正常水位，2012年6月通过了工程竣工验收，水库蓄水运行良好。
根據壩阯區地質條件及噹地建材的性質、儲量，經前期壩型比較分析，確定壩型為粘土心牆風化料分區壩。經料場複查及碾壓試驗驗證，結閤料場開採規劃，根據基礎開挖揭露的實際地質情況，對大壩進行瞭優化設計。五一水庫2010年9月蓄水至正常水位，2012年6月通過瞭工程竣工驗收，水庫蓄水運行良好。
근거패지구지질조건급당지건재적성질、저량，경전기패형비교분석，학정패형위점토심장풍화료분구패。경료장복사급년압시험험증，결합료장개채규화，근거기출개알게로적실제지질정황，대대패진행료우화설계。오일수고2010년9월축수지정상수위，2012년6월통과료공정준공험수，수고축수운행량호。
A clay core wall weathered material zoned dam was chosen for WU Yi reservoir through comparison and analysis of the dam types in the early stage according to the geological conditions of the dam site and properties and reserves of local building materials. The design of the dam was optimized later after re-examination of the borrow area and verifi cation by roller compaction test according to the actual geological conditions exposed by foundation excavation taking into account of the borrow planning. The reservoir impounded water up to the normal storage level by September, 2010 and passed thefi nal acceptance in June, 2012. The reservoir has been under proper operation.
