THE PERFORMANCE ANALYSIS OF IRRIGATION AREA OF CIBENDUNG WEIR OF BREBES REGENCY

N. A. Zain, Ohan Farhan
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Abstract

Cibendung Weir comprised in the district of Banjarharjo Brebes Center Java, the located approximately less than 50 km from Cirebon and 40 km from Brebes Center Java, and exist some villages such as, Cikakak, Karang Maja, Tiwulandu Village in East and Tonjong, Singkup, Gandol in West. Cibendung Weir have duct the name is Induk Cibendung Weir or named D.I Jangkelok Hilir. At first, the water able to dilute more less 6677ha but in this time only more less 6349ha, the trouble is diversion of the use of land. This Cibendung Weir was built in the years 1901 – 1904.  The irrigation areas of Cibendung Weir supply six kemantren such as Kemantren Cibendung, Kemantren Bantarsari, Kemantren Losari Hulu, Kemantren Losari Hilir, Kemantren Kubangjero, and Kemantren Rungkang. The purpose of this research is become reference from evaluation performance of the irrigation area in Cibendung Weir by analyzing the physical condition of building although duct in the irrigation area of Cibendung Weir, analyzing of human resource in the irrigation area of Cibendung Weir, analyzing of rain Hydrology in the irrigation area of Cibendung Weir, analyzing of income from Bendung Cibendong, analyzing of the patterns plants in the irrigation area of Cibendung Weir, and analyzing planning plant and the realization of planting in the irrigation area of Cibendung Weir. The method of this research is qualitative method, in which the fission of the problem is explained that subject or the object research based on the facts which used during doing the research in performance of irrigation system and try to make a good relation in deep from the aspects particularly. Based on the build condition in this irrigation area is classified as satisfactory with percentage of damage reached 11,30%. Meanwhile, the duct condition in this irrigation area Cibendung Weir is good classified with percentage of damage reached 8,21%. The condition of organizer in DI Jangkelok Cibendung Weir only available 51 people, while in needed is 67 people with less percentage reached 17,94% so that service toward the duct condition is less completed and have the impact to net condition which less wake or always damaged, this situation should be increased.From the results of the analysis of the ratio of demand discharge with available discharge added effective rainfall in Irrigation Area Jengkelok,Cibendung Weir fulfilled,but many unused discharge it is necessary to modify cropping pattern in orde to maximize the potential of available discharge. The planting realization in 7 years ago in the irrigation area Jangkelok Cibendung Weir  it is less from the planning plant, but in the period of 2011/2012 occurs increased 7,34% and the realization of intensity planting is average 243,77% while the average of planning plan is 268,91% thus the lower plant in productivity in this case since it can’t be done to planting in this wide area.
布列布市赤本洞堰灌区性能分析
Cibendung Weir由Banjarharjo Brebes中心爪哇地区组成,距离Cirebon不到50公里,距离Brebes中心爪哇不到40公里,东部有Cikakak, Karang Maja, Tiwulandu村,西部有Tonjong, Singkup, Gandol村。赤本东堰的名字是Induk赤本东堰,也叫D.I Jangkelok Hilir。起初,能稀释的水量多了6677ha,但在这个时候只多了6349ha,问题是土地的改道利用。这座慈本堂堰建于1901 - 1904年。池本敦堰的灌溉区供应6个池本敦、池本敦、池本敦、池本敦、池本敦、池本敦、池本敦、池本敦、池本敦、池本敦、池本敦、池本敦。本研究的目的是通过分析次本洞堰灌区建筑管道的物理状况,分析次本洞堰灌区的人力资源,分析次本洞堰灌区的降雨水文,分析次本洞灌区的收入,分析次本洞灌区的植物格局,对次本洞堰灌区的绩效评价提供参考。并对旗本洞堰灌区规划种植及实现情况进行了分析。本研究的方法是定性方法,即根据研究灌溉系统性能时所使用的事实来解释主体或客体研究问题的分割性,并力图从具体的几个方面建立良好的深层关系。根据该灌区的建筑状况,该灌区的破坏率为11.30%,为良好。同时,该灌区旗本洞堰的风管状况较好,损坏率达8.21%。DI长克洛池本东堰的组织者条件只有51人,而需要的是67人,不足的比例达到17.94%,因此对管道条件的服务完成程度较低,对净条件的影响较少,或者经常损坏,这种情况应该增加。从需水流量与有效流量之比分析结果来看,曾克洛克灌区新增有效降雨量、池本洞灌区实现了大量未利用流量,但有必要对种植方式进行调整,以最大限度地发挥有效流量潜力。在7年前,长克洛奇本东堰灌区的种植实现比规划工厂少,但在2011/2012年期间增加了7.34%,集约种植的实现平均为24.77%,而规划计划的平均为26.91%,因此在这种情况下,由于无法在这么大的面积上种植,工厂的生产力较低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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