罗勒克的位置模拟是水保护优化形式

Akhmadi Puguh Raharjo
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引用次数: 2

摘要

挖沟是一种常用的水土保持工程形式,在控制植物根区径流和增加植物根区含水量方面是有效的。在野外有多种沟槽布置方式,本研究旨在通过比较三种沟槽布置方式来模拟沟槽布置方式,以找出哪种布置方式最有效地捕获地表径流。通过计算不同降雨强度条件下地表径流的集水能力和不同集水面积的三种沟槽构型的径流系数进行模拟。由计算可知,最优条件下配置3的比较优势为41.67% ~ 68.80%(相对于配置1),27.78% ~ 52.83%(相对于配置2),配置2相对于配置1的比较优势为13.89% ~ 16.06%。从计算中我们还知道,在某些条件下,三种构型会产生一个统一的值,因此三种构型之间没有比较优势。这种情况一般在降雨强度50mm / h以上,径流系数在0.45以上。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Simulasi Penempatan Rorak Sebagai Bentuk Pengoptimalan Konservasi Air
Trenching is a form of soil and water conservation engineering that is commonly used and is known to be effective in controlling runoff and increasing water content in the root zone of plants. There are various configurations of trench placement in the field and this study aims to simulate the placement of trench by comparing the three trench configurations to find out which configuration is most effective in capturing surface runoff. The simulation is carried out by calculating the catchment capacity of surface runoff under different rainfall intensity conditions and runoff coefficients in the three trench configurations that have different catchment areas. From the calculation, it is known that configuration 3 in optimal conditions has a comparative advantage of 41.67% - 68.80% (compared to configuration 1) and 27.78% - 52.83% (compared to configuration 2). Meanwhile, configuration 2 has a comparative advantage of 13.89% - 16.06% when compared to configuration 1. From the calculation it is also known that there are conditions where the three configurations will produce a uniform value so that there will be no comparative advantage between the three configurations. This condition is generally above the rain intensity of 50 mm per hour and the runoff coefficient is above 0.45.  
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