人民黄河
人民黃河
인민황하
Yellow River
2014年
10期
117-119
,共3页
黄伟%董亮%闫宇翔%张泽宇
黃偉%董亮%閆宇翔%張澤宇
황위%동량%염우상%장택우
长距离输水系统%MIAB 摩阻模型%瞬变流%摩阻系数
長距離輸水繫統%MIAB 摩阻模型%瞬變流%摩阻繫數
장거리수수계통%MIAB 마조모형%순변류%마조계수
long-distance water transportation%MIAB friction model%transient flows%friction coefficient
水力瞬变现象是长距离输水系统安全运行时需要考虑的主要问题。由于传统“拟稳态”模型不能准确预测压力波的峰值以及水锤波的衰减过程,因此引入更准确的非恒定摩阻模型模拟瞬变流成为工程安全运行研究的重要内容。本文利用模型试验,通过采用恒定摩阻模型及 MIAB 摩阻模型进行数值模拟计算,定量分析了两种模型的模拟计算结果与实测压力值的吻合程度,对比分析模型的优劣,提出了通过改进 Brunone 摩阻系数 k 的经验公式、现场校正波速和摩阻系数 f 及研究长距离复杂供水系统的瞬变流动特性,以期进一步提高 MIAB 摩阻模型模拟计算精度。
水力瞬變現象是長距離輸水繫統安全運行時需要攷慮的主要問題。由于傳統“擬穩態”模型不能準確預測壓力波的峰值以及水錘波的衰減過程,因此引入更準確的非恆定摩阻模型模擬瞬變流成為工程安全運行研究的重要內容。本文利用模型試驗,通過採用恆定摩阻模型及 MIAB 摩阻模型進行數值模擬計算,定量分析瞭兩種模型的模擬計算結果與實測壓力值的吻閤程度,對比分析模型的優劣,提齣瞭通過改進 Brunone 摩阻繫數 k 的經驗公式、現場校正波速和摩阻繫數 f 及研究長距離複雜供水繫統的瞬變流動特性,以期進一步提高 MIAB 摩阻模型模擬計算精度。
수력순변현상시장거리수수계통안전운행시수요고필적주요문제。유우전통“의은태”모형불능준학예측압력파적봉치이급수추파적쇠감과정,인차인입경준학적비항정마조모형모의순변류성위공정안전운행연구적중요내용。본문이용모형시험,통과채용항정마조모형급 MIAB 마조모형진행수치모의계산,정량분석료량충모형적모의계산결과여실측압력치적문합정도,대비분석모형적우렬,제출료통과개진 Brunone 마조계수 k 적경험공식、현장교정파속화마조계수 f 급연구장거리복잡공수계통적순변류동특성,이기진일보제고 MIAB 마조모형모의계산정도。
Hydraulic transient phenomenon is the main problem need to be considered in safe operation of long-distance water transportation system. Because of the traditional "quasi-steady" model can not accurately predict the peak of pressure wave and the decay process of water hammer wave, so the introduction of a more accurate simulation of unsteady friction model transient flows become an important content in project safe operation re-search. In this paper,based on model test,numerical simulation was carried out by using a constant friction model and MIAB friction model,quan-titatively analyzed the agreement between the calculated results of two kinds of model and the measured pressure value,then,the priority order of models was discussed by comparative analysis. It put forward a method to further improve the MIAB friction model simulation accuracy by improving the empirical formula of Brunone friction coefficient k ,field correction of velocity and friction coefficient f and researching the transient flow charac-teristics of complex long distance water supply system.