1. 沈阳农业大学水利学院,沈阳,100866
2. 辽宁省阜蒙县水利事务服务中心,辽宁,阜新,123100
[ "许秀泉(1986-),男,山东莱芜人,博士,讲师,主要从事坡耕地土壤侵蚀研究。E-mail:xuxiuquan1986@126.com" ]
纸质出版:2019
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许秀泉, 范昊明, 李刚. 径流曲线法在东北半干旱区几种土地利用方式径流估算中的应用与改正[J]. 水土保持学报, 2019,33(4):52-57.
XU Xiuquan, FAN Haoming, LI Gang. Application and Correction of the SCS-CN Method in Runoff Estimation of Several Land Use Patterns in Northeast Semi-arid Region[J]. 2019, 33(4): 52-57.
许秀泉, 范昊明, 李刚. 径流曲线法在东北半干旱区几种土地利用方式径流估算中的应用与改正[J]. 水土保持学报, 2019,33(4):52-57. DOI: 10.13870/j.cnki.stbcxb.2019.04.008.
XU Xiuquan, FAN Haoming, LI Gang. Application and Correction of the SCS-CN Method in Runoff Estimation of Several Land Use Patterns in Northeast Semi-arid Region[J]. 2019, 33(4): 52-57. DOI: 10.13870/j.cnki.stbcxb.2019.04.008.
探讨径流曲线法(SCS—CN法)在不同土地利用方式中的适用性,为该方法评价水保措施提供一定参考。选择东北半干旱区径流小区监测资料,采用同时率定径流曲线数(CN)与初损率(λ)的方法,分析SCS—CN法在评价水保措施与耕作方式的可行性。结果表明:(1)干旱情况下(AMC1),最优λ值为0.05时,不同土地利用方式模拟不理想;利用改正潜在蓄水能力(S)方法得到的裸地、等高沟垄和顺坡垄作结果较为理想,对应CN1值分别为87.54,68.49和60.46,最优λ值为0.40。(2)水平槽、地埂植物带和水平梯田结果不理想,当实测径流量>10 mm时,计算值过大,利用径流系数比改正后,模拟精度有较大提高,是适合水保措施的改正方法。(3)正常(AMC2)与湿润(AMC3)情况下数据量有限,保持最优λ值不变,改正S值,模拟效果较为理想,是适合干旱地区的估算方法。
The applicability of the Curve Number Method (SCS-CN) in different land use patterns was discussed to provide some references for the evaluation of water and soil conservation measures by this method. Based on the monitoring data of runoff plots in semi-arid areas of Northeast China
the feasibility of SCS-CN method in evaluating soil and water conservation measures and tillage methods was analyzed by the methods of simultaneously calibrating of runoff curve number (CN) and the initial loss ratio. The results showed that:(1) Under the drought (AMC1) condition
the optimal value of λ was 0.05
but the simulation results of different land use patterns was not ideal
while the results of bare land
contour ridge and ridge along slope simulated by the modified method of the potential maximum retention (S) were better
and the corresponding CN1 values were 87.54
68.49 and 60.46
respectively
and the optimal value of λ was 0.40. (2) The results of horizontal troughs
vegetation belts and terraces were not ideal
and the calculated values were too large when the measured runoff was more than 10 mm. The simulation accuracy was greatly improved through correcting by runoff coefficient ratio
which was recommended as a suitable correction method for water conservation measures. (3) Under normal (AMC2) and wet (AMC3) conditions
the amount of data was limited
keeping the optimum value of λ remained
correcting S value
the simulation result was ideal
and it was a suitable estimation method for arid areas.
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何杨洋,王晓燕,段淑怀.密云水库上游流域径流曲线模型的参数修订[J].水土保持学报,2016,30(6):134-138.
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王红艳,张志强,查同刚,等.径流曲线数(SCS-CN)模型估算黄土高原小流域场降雨径流的改正[J].北京林业大学学报,2016,38(8):71-79.
王瑾杰,丁建丽,张喆,等.奎屯河流域春季融雪期SCS-CN模型参数取值方法[J].生态学报,2017,37(13):4456-4465.
Deshmukh D S, Chaube U C, Hailu A E, et al. Estimation and comparison of curve numbers based on dynamic land use land cover change, observed rainfall-runoff data and land slope[J]. Journal of Hydrology, 2013,492:89-101.
尹鑫卫,李晓玲,康燕霞,等.基于SCS-CN模型的沟垄微型集雨系统径流预测[J].生态学杂志,2015,34(12):3502-3508.
李润奎,朱阿兴,陈腊娇,等.SCS-CN模型中土壤参数的作用机制研究[J].自然资源学报,2013,28(10):1778-1787.
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