基于SWAT模型的北洛河典型子流域降雨径流模拟研究
[Abstract]:Taking the North Luohe River Basin on the Loess Plateau as the research area, the accuracy of PERSIANN precipitation products in the basin above the Beiluohe River hydrologic station is verified, the applicability of the SWAT model in the two subbasins of the North Luohe River is evaluated, and the different DEM data sources are analyzed. The effects of time scale and DEM resolution on the simulation results of rainfall runoff in Hulu River Basin were studied by resampling method and parameter rate determination method. The main conclusions are as follows: (1) in general, precipitation products underestimate the value of precipitation and can not estimate extreme precipitation well. For the average annual precipitation and extreme precipitation in flood season, the correlation coefficient of the direct extraction method is higher than that of linear interpolation method. Precipitation products underestimate precipitation in summer and autumn and overestimate precipitation in winter and spring. For seasonal average precipitation, the accuracy of summer is the highest, followed by spring. There are errors in both methods, and the precision of the direct extraction method is higher than that of the bilinear interpolation method. For the PERSIANN precipitation products, the annual average precipitation decreases with the increase of elevation. (2) the simulation results of the SWAT model in the two subbasins of the North Luohe River meet the precision requirements. Based on ASTER GDEM30m data, a monthly scale SWAT model was established to simulate rainfall runoff in two study areas of the Hulu River Basin and the North Luohe Wuqi Hydrologic Station. The simulation results can meet the precision requirements. Overall water balance is satisfied. The simulation results of Huluhezi watershed are more accurate than those of Wuqi hydrologic station. (3) the SWAT model has different sources for the simulation results of rainfall runoff. Based on the DEM data from two different sources of ASTER GDEM and STRM DEM, using three resampling methods such as nearest neighbor interpolation, bilinear interpolation and cubic convolution interpolation, the SWAT model of two different time scales of month and day is established. Two methods, SUFI-2 and PSO, are used to determine the parameters, and the multi-objective optimal selection model is introduced to evaluate the simulation results. The results show that the precision of extracting watershed topographic information from 30m ASTER GDEM data is the highest, and the model of DEM data obtained by nearest neighbor interpolation method is the best, which is better than the model built by 90m STRM DEM data after resampling DEM data. The model established by resampling DEM data has the best result of simulation by nearest neighbor interpolation method, and the model built by nearest neighbor interpolation method DEM has the highest precision of rate determination by using SUFI-2 method. The simulation results of the monthly scale model are better than that of the daily scale model. (4) the ASTER GDEM 30m data are resampled to 9 different resolution DEM data, and the SWAT model of the Hulu River Basin is established respectively on the monthly scale. Comparing the difference of hydro-topographic factors extracted from DEM data with different resolutions and simulating the effect of runoff. Dem resolution on slope, area extraction and watershed division, the effect on elevation extraction is relatively small. When the resolution of DEM is higher than 150m, the simulation results of the model are satisfactory and the model established by 30m DEM data is reasonable. The simulation results of the optimal parameter combination Dem model with the resolution of 120-150m need to be obtained through several iterations. When the resolution of the model is less than 600m DEM, the number of subbasins is reduced, and the simulation results are deviated to a certain extent.
【学位授予单位】:西北农林科技大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:P333.1
【相似文献】
相关期刊论文 前10条
1 李曼曼;韩会玲;刘晓英;郝卫平;;SWAT模型最佳子流域划分方案研究——以云南洱海流域为例[J];中国农业气象;2012年02期
2 白薇;刘国强;董一威;许娟;雷晓辉;;SWAT模型参数自动率定的改进与应用[J];中国农业气象;2009年S2期
3 魏怀斌;张占庞;杨金鹏;;SWAT模型土壤数据库建立方法[J];水利水电技术;2007年06期
4 荣琨;陈兴伟;林文娇;;晋江西溪流域非点源污染的SWAT模型模拟[J];亚热带资源与环境学报;2008年04期
5 乔卫芳;牛海鹏;赵同谦;;基于SWAT模型的丹江口水库流域农业非点源污染的时空分布特征[J];长江流域资源与环境;2013年02期
6 梁小军;江洪;王可;朱求安;;基于SWAT模型的岷江上游干旱河谷区水文特征情景模拟研究[J];干旱区资源与环境;2010年08期
7 陈理想;梁忠民;朱金峰;;SWAT模型在黄鸭河流域径流模拟中的应用研究[J];水电能源科学;2011年10期
8 姚苏红;朱仲元;张圣微;张苏鲁;李杨;;基于SWAT模型的内蒙古闪电河流域径流模拟研究[J];干旱区资源与环境;2013年01期
9 秦富仓;张丽娟;余新晓;岳永杰;叶俊道;王国强;;SWAT模型自动校准模块在云州水库流域参数率定研究[J];水土保持研究;2010年02期
10 竹磊磊;李娜;常军;;SWAT模型在半湿润区径流模拟中的适用性研究[J];人民黄河;2010年12期
相关会议论文 前6条
1 王林;陈兴伟;;SWAT模型及其在晋江西溪流域径流模拟的应用[A];科学规划与用水安全——福建省科协第六届学术年会水利分会论文集[C];2006年
2 李昱;张弛;周惠成;沈必成;;SWAT模型在土地利用变化对径流影响研究中的应用[A];中国原水论坛专辑[C];2010年
3 马京津;朱静;;基于SWAT模型的潮白河流域水资源对气候变化的响应[A];创新驱动发展 提高气象灾害防御能力——S16第二届城市气象论坛——灾害·环境·影响·应对[C];2013年
4 王苗;刘敏;夏智宏;;基于SWAT模型的洪湖流域供水资源模拟研究[A];第31届中国气象学会年会S10 第四届气象服务发展论坛——提高水文气象防灾减灾水平,,推动气象服务社会化发展[C];2014年
5 夏智宏;周月华;许红梅;;基于SWAT模型的汉江流域径流模拟[A];2008年湖北省气象学会学术年会学术论文详细文摘汇集[C];2008年
6 李英;彭少麟;陈宝明;;基于SWAT模型预测气温变化对珠江河口水环境的影响[A];联合国开发计划署UNDP/全球环境基金GEF/小额赠款项目SGP“湛江特呈岛滨海湿地保护与可持续发展利用示范”项目论文成果汇编[C];2011年
相关博士学位论文 前3条
1 史晓亮;基于SWAT模型的滦河流域分布式水文模拟与干旱评价方法研究[D];中国科学院研究生院(东北地理与农业生态研究所);2013年
2 张徐杰;气候变化下基于SWAT模型的钱塘江流域水文过程研究[D];浙江大学;2015年
3 方玉杰;基于SWAT模型的赣江流域水环境模拟及总量控制研究[D];南昌大学;2015年
相关硕士学位论文 前10条
1 王琼;基于SWAT模型的小清河流域氮磷污染负荷核算及总量控制[D];中国科学院烟台海岸带研究所;2015年
2 董阳;SWAT模型径流模拟在黄河石嘴山站以上流域的应用[D];兰州大学;2015年
3 李胜坤;基于SWAT模型的潮河流域径流模拟[D];华中师范大学;2015年
4 赵传普;基于SWAT模型的延河流域土地利用对径流影响模拟研究[D];中国科学院研究生院(教育部水土保持与生态环境研究中心);2015年
5 樊琨;泾河上游区SWAT模型径流模拟与参数移植方法研究[D];西北农林科技大学;2015年
6 代润润;基于SWAT模型的窟野河流域气候变化与人类活动的水文效应研究[D];西北农林科技大学;2015年
7 何文;基于RS/GIS和SWAT模型的南流江流域分布式水沙耦合模拟研究[D];广西师范学院;2015年
8 刘科家;改进SWAT模型在锑矿区土水界面流锑污染负荷模拟中的应用研究[D];湖南科技大学;2015年
9 杨帆;基于SWAT模型的西湖流域非点源污染研究[D];浙江工业大学;2015年
10 李宗华;基于SWAT模型的漳河上游流域径流模拟研究[D];河北工程大学;2015年
本文编号:2168553
本文链接:https://www.wllwen.com/shoufeilunwen/benkebiyelunwen/2168553.html