CAJ | 학술논문

在径流式水电站中，若长引水隧洞调压井所在山体高程低于拦河坝正常蓄水位，电站机组甩负荷时调压井内产生的最高涌浪将超出地面很多，采用常规的调压井型式会面临由结构抗裂要求所带来的投资增加过多的问题。结合赤道几内亚吉布洛水电站工程实例，通过分析论证，因地制宜地采用阻抗与溢流相结合的新型调压井结构型式，创造性地解决了电站机组甩负荷时最高涌浪所产生的高调压井结构问题，不仅使工程投资节省，而且使机组运行条件也得到改善。
재경류식수전참중，약장인수수동조압정소재산체고정저우란하패정상축수위，전참궤조솔부하시조압정내산생적최고용랑장초출지면흔다，채용상규적조압정형식회면림유결구항렬요구소대래적투자증가과다적문제。결합적도궤내아길포락수전참공정실례，통과분석론증，인지제의지채용조항여일류상결합적신형조압정결구형식，창조성지해결료전참궤조솔부하시최고용랑소산생적고조압정결구문제，불부사공정투자절성，이차사궤조운행조건야득도개선。
In the design of run-off river power station,due to the mountain elevation in which locate the surge shaft of long headrace tunnel lower than the normal water level,therefore the maximum wave will exceed ground surface largely when the units reject load,on this premise,the normal type surge shaft will bring about problems such as more investment for meeting the requirement of structure anti-cracking. Combined with the case of Djiploho Project in Equatorial Guinea,by analyzing the argument,it adopted a new type surge shaft which combined with impedance and over-flow according to local conditions,solved the structural problem of high surge shaft brought by maximum wave at the time of load rejection in a crea-tive way,which had not only saved the project investment,but also improved the operation conditions of the units.