首页> 外文OA文献 >Pemodelan Sistem Informasi Geografis Untuk Analisis Kerusakan Dan Banjir Limpasan Sungai Wawar Bagian Hilir Sub Das Wawar Di Kabupaten Purworejo
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Pemodelan Sistem Informasi Geografis Untuk Analisis Kerusakan Dan Banjir Limpasan Sungai Wawar Bagian Hilir Sub Das Wawar Di Kabupaten Purworejo

机译:普沃瑞霍摄政区瓦瓦尔河下游瓦瓦尔河下游破坏和洪水径流分析的地理信息系统建模

摘要

The downstream subzone Wawar in Purworejo has the potential flood of high runoff. Recorded in 2013 there has been a flood disaster that hit Purworejoudthat hit most downstream subzone Wawar which resulted in many farms and villages inundated.udThis research was conducted in the downstream part of the subzone Wawar with the aim to (1) determine agihan damage that occurs as a result of land use around the river flood runoff from the modeling results, (2) analyze the variation damage land use modeling based on a scale of flood discharge 2, 5, and 10. udThe method used in this study is the experimental method using plan Q2, Q5, and Q10. Rational method in determining the flood discharge. Supported by secondary data rainfall for 24 years, the main river geometry data, and Landsat 8. The unit of analysis is the use of land around the main river. Results from this study are maps agihan river runoff flood discharge plan Wawar with Q2, Q5, and Q10. Spread Wawar’s river runoff flooding hit 23udvillages in the downstream, the village took the village with the widest puddle. Based on the results of the calculation of Q2 amounted to 212.02 debit m3 / s, Q5udat 279.18 m3 / s and large discharge Q10 plan is for 328 m3 / s. Extensive damage to most land use is dominated by the use of irrigated land and settlements. Extensive irrigated land are flooded with an area of 107.28 ha Q2, Q5 area of 179.97 ha and 441.53 ha area Q10. Residential land area flooded with an area of 106.72 ha Q2, Q5 covering an area of 156, 93 ha, and Q10 area of 228.18 ha. udPrediction flood runoff downstream subzone Wawar will hit approximately 23 villages spread lengthwise along rivers with a variety of land use fields, irrigated fields, settlements, thickets, meadows, and gardens.ududKeywords: Modeling, Flood, Downstream, subzone Wawar, GeographicudInformation System.
机译:Purworejo下游的Wawar分区可能会产生高径流量。在2013年记录到,发生了一场洪水灾害,袭击了Purworejo ud,袭击了大多数下游Wawar分区,导致许多农场和村庄被淹没。 ud这项研究是在Wawar分区的下游进行的,目的是(1)确定agihan根据建模结果,对河流洪水径流周围土地利用造成的破坏进行建模,(2)基于洪水流量2、5和10的规模分析土地利用变化的建模。 ud本研究中使用的方法是使用计划Q2,Q5和Q10的实验方法。确定洪水流量的合理方法。得到24年降雨的辅助数据,主要河流的几何数据和Landsat 8的支持。分析的单位是主要河流周围的土地利用。这项研究的结果是Q2,Q5和Q10的agihan河径流量洪水计划Wawar的地图。瓦瓦尔河的径流洪水泛滥到下游,淹没了23个村庄,使村庄成为水坑最宽的村庄。根据Q2的计算结果为212.02借方m3 / s,Q5 udat 279.18 m3 / s和大流量Q10计划为328 m3 / s。对大多数土地使用的广泛破坏主要是灌溉土地和住区的使用。大量灌溉土地被淹没,第二季度面积为107.28公顷,第五季度的面积为179.97公顷,第十季度的面积为441.53公顷。第二季度,住宅用地淹没面积为106.72公顷,第二季度淹没的面积为156、93公顷,第二季度淹没的面积为228.18公顷。 ud预测洪水径流下游Wawar分区将袭击沿河流分布的23个村庄,这些村庄沿河分布着各种土地利用田地,灌溉田地,定居点,灌木丛,草地和花园。 ud ud关键字:建模,洪水,下游,Wawar分区,地理 ud信息系统。

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    Utomo Yogi;

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  • 年度 2014
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