Shirwan Ahmed Majeed, Ezzeddine Juma Darwish
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摘要

本研究对位于伊拉克东北部和卡拉尔地区库尔德斯坦地区东部的Qalatopzan和Parewla流域的水径流进行了sc - cn模型估算,该流域位于北纬(34:51 ~:33=)和(35:04 ~:52=),东经(45:21 ~:50=)和(45:34 ~:59=),位于半山区。流域总面积约为235.46 km2,其中卡拉托zan流域面积为148.74 km2(占63.17%),Parewla流域面积为86.72 km2和36.83%(占36.83%),分布为两大干流和8个子流域,每个子流域包括4个小子流域。伴随着环境和气候影响的降雨不规则造成了研究区域的缺水问题,特别是在干旱季节,为了实现研究目标,即确定两个流域的水量和指定水文利用水平,使用了其每个文件(DEM12.5m),航空图像(Landsat8 OLI),地理信息系统和遥感(GIS & RS)技术。取(10)个土壤样品,测定土壤浊度、湿度数值和(7)个不同土地利用形态,取一波降雨后。研究结果表明,研究区径流平均深度为22.41 mm,其中卡拉托赞主流域为24.72 mm,帕里奥莱主流域为20.11 mm,径流量约为2,60m3,而卡拉托赞主水库为3.34m3,帕累拉为1.77m3。最后,所获得的结果是制定集水和开发计划的重要依据,从而满足两条河流边界的水需求和维持人类活动。
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Estimation of the runoff of the Qalatopzan and Parewla Basins using the (SCS-CN) model
In this study, water runoff estimation by SCS-CN model for both Qalatopzan and Parewla watersheds which located in northeastern of Iraq and eastern part of Kurdistan Region in Kalar district, and lies on latitude (34o:51-: 33=) and (35o :04-: 52=) north and longitude (45o:21-: 50=) and(45o :34-: 59=) east thet located in the semi-mountainous area. The total catchment area is about (235.46 km2), and Qalatopzan watershed with an area of ​​(148.74 km2) with a rate of (63.17%) and Parewla drainage with an area of ​​(86.72 km2) and (36.83%) form the research area which distributed into two main streams and (8) Sub-watersheds, each of which includes four minor sub-watersheds. Rainfall irregularities accompanied by environmental and climatic effects have created water shortage problems for the study area, especially during the dry seasons, and in order to achieve the research objective which is to determine the amount of water flowing and appoint the level of utilization of hydrology of both watersheds, each of its files (DEM12.5m), aerial imagery (Landsat8 OLI), Geographic Information Systems and Remote Sensing (GIS & RS) techniques were used. After taking (10) soil samples and determining the numerical value of soil turbidity and humidity and the appearance of (7) different land uses and taking a wave of rainfall. The study concluded that the average depth of the runoff water in the study area is equal to (22.41 mm) which is (24.72 mm) in the main watershed of Qalatopzan and (20.11 mm) in the main watershed of Pariole, and the water flowing is about (2,60m3), while in the main reservoir of Qalatopzan (3.34m3) and in Parewla is (1.77m3). Finally, the results obtained are an important basis for the development of water harvesting and exploiting plans, so as to meet water needs and sustain human activities along the border of both brooks.
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