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Estimating the minimum in-stream flow requirements via wetted perimeter method based on curvature and slope techniques

引用

Journal of Geographical Sciences 2006年第2期16卷 242-250页

作者： LIU Suxia＇ MO Xingguo XIA Jun LIU Changming linzhonghui MEN Baohui JI Lina Key Lab. of Water Cycle ＆ Related Land Surface Processes Institute of Geographic Sciences and Natural Resources Research （IGSNRR） CAS Beijing 100101 China Key Lab of Ecological Net Observation and Modeling IGSNRR CASBeiing 100101 China College of Water Conservancy and Architectural Engineering Northwest A ＆ F University Xi＇an 712100 China

Under the assumptions of triangular cross section channel and uniform stable flow, an analytical solution of the minimum ecological in-stream flow requirement （MEIFR） is deduced. Based on the analytical solution, the uncertainty of the wetted perimeter method is analyzed by comparing the two techniques for the determination of the critical point on the relationship curve between wetted perimeter, P and discharge, Q. It is clearly shown that the results of MEIFR based on curvature technique （corresponding to the maximum curvature） and slope technique （slope being 1） are significantly different. On the P-Q curve, the slope of the critical point with the maximum curvature is 0.39 and the MEIFR varied prominently with the change of the slope threshold. This indicates that if a certain value of the slope threshold is not available for slope technique, curvature technique may be a better choice. By applying the analytical solution of MEIFR in the losing rivers of the Western Route South-to-North Water Transfer Project in China, the MEIFR value via curvature technique is 2.5%-23.7% of the multi-year average annual discharge, while that for slope technique is 11%-105.7%. General conclusions would rely on the more detailed research for all kinds of cross-sections.

关键词： uncertainty wetted perimeter minimum in-stream flow requirements analytical solution Western Routhe South-to-North Water Transfer Project in China

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