Model Application for salinity in Command Area.

Hemangini Parmar, Dr.N.D. Shah, P. Majumdar
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引用次数: 1

Abstract

Unconfined and Perched aquifers in irrigation command are more prone to water logging and salinity problems. Solution to these complexities using mathematical models does play around the source/sink term in majority and suggesting consumptive use as remedial measures becomes more often intentional. Elsewhere many researchers have found the problem caused by topography, clogging of pores and dissolution of nutrients/fertilizers. Numerical modeling of such processes requires adaptive techniques and software application. Such an adaptation is demonstrated in the present paper for the parts of the command area of right bank canal supplying water from Dharoi reservoir built on Sabarmati River in Gujarat state of India. HSI Geo Trans code SWIFT III has been used to generate purpose driven analyses. Results of the modeling analyses encouadoption of such improved technology.
指挥区盐度模型应用。
灌溉区内的非密闭和悬空含水层更容易发生内涝和盐碱化问题。使用数学模型解决这些复杂性的方法确实在大多数情况下围绕源/汇术语发挥作用,并且建议将消耗性使用作为补救措施往往是有意为之。在其他地方,许多研究人员发现了地形、毛孔堵塞和营养物质/肥料溶解造成的问题。这些过程的数值模拟需要自适应技术和软件应用。本文以印度古吉拉特邦萨巴尔马蒂河(Sabarmati River)上修建的达洛伊水库(Dharoi reservoir)右岸运河的部分指挥区为例,论证了这种适应性。HSI Geo Trans代码SWIFT III已用于生成目的驱动分析。建模分析的结果鼓励采用这种改进的技术。
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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