人民长江
人民長江
인민장강
YANGTZE RIVER
2014年
11期
82-85
,共4页
变顶高尾水洞%水力过渡过程%阻尼井%模型水轮发电机组%三峡地下电站
變頂高尾水洞%水力過渡過程%阻尼井%模型水輪髮電機組%三峽地下電站
변정고미수동%수력과도과정%조니정%모형수륜발전궤조%삼협지하전참
inclined roof tailrace tunnel%hydraulic transient process%damping well%model hydroelectric generating set%under-ground plant of Three Gorges Project
为了逼真复演三峡地下电站变顶高尾水洞内水击波动流态过程和较精确测试大波动调保参数与小波动机组性能的稳定性,应用模型水轮发电机组对电站设阻尼井的变顶高尾水洞进行了水力过渡过程试验研究。结果表明,大波动时,水击波在变顶高尾水洞内传播一个来回过程,1 min即可衰减,各项调保参数均可满足设计要求;小波动时,机组的稳定性能较好;设置阻尼井对提高变顶高尾水洞运行的安全度是必要的。三峡地下电站已安全稳定运行了3 a,实测数据表明,模型试验成果与原型观测较一致。
為瞭逼真複縯三峽地下電站變頂高尾水洞內水擊波動流態過程和較精確測試大波動調保參數與小波動機組性能的穩定性,應用模型水輪髮電機組對電站設阻尼井的變頂高尾水洞進行瞭水力過渡過程試驗研究。結果錶明,大波動時,水擊波在變頂高尾水洞內傳播一箇來迴過程,1 min即可衰減,各項調保參數均可滿足設計要求;小波動時,機組的穩定性能較好;設置阻尼井對提高變頂高尾水洞運行的安全度是必要的。三峽地下電站已安全穩定運行瞭3 a,實測數據錶明,模型試驗成果與原型觀測較一緻。
위료핍진복연삼협지하전참변정고미수동내수격파동류태과정화교정학측시대파동조보삼수여소파동궤조성능적은정성,응용모형수륜발전궤조대전참설조니정적변정고미수동진행료수력과도과정시험연구。결과표명,대파동시,수격파재변정고미수동내전파일개래회과정,1 min즉가쇠감,각항조보삼수균가만족설계요구;소파동시,궤조적은정성능교호;설치조니정대제고변정고미수동운행적안전도시필요적。삼협지하전참이안전은정운행료3 a,실측수거표명,모형시험성과여원형관측교일치。
In order to playback flow process of water hammer wave inside the inclined roof tailrace tunnel of underground power plant of Three Gorges Project and precisely test the adjustable parameters of major fluctuations and stability of small fluctuations of the unit,the test research on hydraulic transient process inside the inclined roof tailrace tunnel with damping well was conducted by model of hydroelectric generating set. The test results showed that while major fluctuation occurs, the water hammer wave may fade in one minute with a back and forth transmitting process in inclined roof tailrace tunnel, the adjustable parameters can meet the design requirements;while small fluctuation occurs, the unit is stable;it is necessary to set up a damping well for improving the safety degree of inclined roof tailrace tunnel. The underground power station has run safely and stably for three years, the measured results show that the model test results are consistent with and prototype observation.