摘要
Research of local head loss of cross fracture flow was studied by model experiments. A theoretical model of local head loss of cross fracture flow was founded by the use of the momentum law of water flow. Through the correlation analysis between experimental results and theoretical results, the correction coefficient of the theoretical model is definite. The proposed calculation formula of local head loss of cross fracture flow can be used to analyze the problem of network fracture seepage.
Research of local head loss of cross fracture flow was studied by model experiments. A theoretical model of local head loss of cross fracture flow was founded by the use of the momentum law of water flow. Through the correlation analysis between experimental results and theoretical results, the correction coefficient of the theoretical model is definite. The proposed calculation formula of local head loss of cross fracture flow can be used to analyze the problem of network fracture seepage.
