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Pengaruh Variasi Bukaan Lubang dan Model Penampang Lubang pada Bangunan Pintu Air Kombinasi Ambang Saluran Terbuka Lahan Pasang Surut

机译:开孔变化和开孔横截面模型对潮汐门槛组合水闸建筑物的影响

摘要

The influence of rising sea water on tidal land has always been a very common problem in the process of tidal land use as farmland. Network system of water began to be developed, namely the open channel system comes with water as formatter building floodgates, but it hasn\u27t been able to made a solution of the problem increases in sea water to agricultural areas. The importance of knowing the description of the behavior of the flow on the draft water building make this research needs to be done. The use of open channels that come with building a sluice water regulator combined with water weirs are expected to hamper the rising tide if applied on tidal land use as farmland. The purpose of this research is to know the influence of variations of the opening hole sluice and sluice hole cross-section shape of the flow behavior change through the door water combined with weirs in open channel water in the form of discharge coefficient value (Cd). This research was conducted at the Laboraturium University of Hidroteknik Riau using a flume which features open channel water balance door and threshold. The results of this research show that building floodgates open channel on the threshold and are able to withstand the tide of different variations of the opening hole. The value of the coefficient of discharge (Cd) 10 mm hole openings variations between 0.60-0.70, 20 mm hole openings variations i.e. 0.30-0.45 and a 30 mm hole openings variations i.e. 0.25-0.40, These results are obtained from multiple upstream water faces tall test channel.
机译:在将潮汐土地用作农田的过程中,海水上升对潮汐土地的影响一直是一个非常普遍的问题。水的网络系统已开始发展,即明渠系统随水一起作为格式化建筑物的闸门,但它尚未能够解决农业地区海水增加的问题。知道水流建筑物上水流行为的描述的重要性使得需要进行这项研究。如果将潮汐水调节器与农田结合使用,则使用水闸调节器和水堰相结合的开放式渠道有望阻止涨潮。这项研究的目的是要了解开孔水闸的变化和水闸孔横截面形状对通过门水并结合堰的明渠水流的流动特性变化的影响,以排放系数值(Cd)的形式。这项研究是在Hidroteknik Riau的Laboraturium大学使用带有明渠水平衡门和门槛的水槽进行的。这项研究的结果表明,建造闸门在门槛上是明渠,并且能够承受开孔不同变化的浪潮。放电系数(Cd)的值是0.60-0.70之间的10毫米孔洞变化,0.30-0.45的20毫米孔洞变化和0.25-0.40的30毫米孔洞变化率,这些结果是从多个上游水面获得高测试通道。

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