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Drainage Studies For Ground Arrangement Solutions Of Soils With Humidity Excess From The Western Part Of Romania (Timis, Arad, Bihor, Maramures And Satu Mare Counties)

机译:罗马尼亚西部湿度过剩的土壤地面排列解决方案的排水研究(Timis,Arad,Bihor,Maramures和Satu Mare县)

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This paper presents a methodology for the technical and economical design of agricultural horizontal drainage network. A drainage study uses data obtained from, among others, topographical, hydrological, hydro geological and soil studies as well as experimental laboratory research. The soil samples taken from the field are analyzed to establish the physical and chemical indexes of the soil, in order to determine the suitability and the endurance of mole drainage in the specified type of soil. The laboratory research is focused on establishing the hydraulic parameters of drainage materials (pipes and filtering materials), namely, the initial hydraulic conductivity (before silting), the resistance coefficient of water entering the drainage pipe, silting level, hydraulic conductivity after silting and the coefficient of hydraulic efficiency. Together with these data and a reference to Ernst's formula in which zeta_(if) must be determined, we can use David's formula to calculate the hydraulic resistance coefficient of water (zeta_i orzeta_(if)) entering in the drainage pipe and filtering material. Knowing this coefficient (zeta_i or zeta_(if)), we can then determine the distance between the drainage pipelines through Ernst's formula by estimating thelocal hydraulic effects in the proximity of the pipelines in different situations. The important elements are the geometrical and functional parameters of drainage pipe and filtering materials, especially the hydraulic conductivity after silting. The methodology involved simulations of the real work of a drainage system under field conditions in the laboratory for a period of 1 to 2 months. From these experimental results, safe and reliable drainage solutions were then evaluated. For each type of soil tested, we studied at least three drainage solutions: without filtering material, or, with several different filtering materials. For each drainage solution studied, it was found that the cost of laying drainage pipelines for one kilometer could be used to compute the investment cost for the entire drainage network. Based on these findings, we could choose the most suitable economical and technical drainage solution, which would require the lowest investment outlay and the highest durability for the drainage network. This paper presents the results of the drainage studies for the representative types of soil from the North - Western part of Romania (Hmis, Arad, Bihor, Maramures and Satu Mare counties).
机译:本文介绍了农业水平排水网络技术和经济设计的方法。排水研究使用从其他地形,水文,水力地质和土壤研究以及实验实验室研究获得的数据。分析从该领域取出的土壤样品以确定土壤的物理和化学指标,以确定特定类型土壤中摩尔排水的适用性和耐久性。实验室研究专注于建立排水材料(管道和过滤材料)的液压参数,即初始液压导电性(截止前),电阻系数进入排水管,硅淤积,硅电导率和硅电导率液压效率系数。与这些数据一起以及对ERNST的公式的引用,其中必须确定Zeta_(如果),我们可以使用David的公式来计算进入排水管和过滤材料中的水的水力电阻系数(Zeta_i Orzeta_(if))。知道该系数(Zeta_I或Zeta_(IF)),我们可以通过在不同情况下估计流水线附近的Thelocal液压效果来确定引流管道之间的距离。重要的元素是排水管和过滤材料的几何和功能参数,尤其是硅后液压导电性。该方法涉及在实验室中排水系统的实际工作的模拟1至2个月。从这些实验结果中,然后评估安全可靠的排水溶液。对于每种类型的土壤测试,我们研究了至少三种排水溶液:没有过滤材料,或具有几种不同的过滤材料。对于所研究的每种排水溶液,发现铺设排水管一公里的成本可用于计算整个排水网络的投资成本。根据这些调查结果,我们可以选择最合适的经济和技术排水解决方案,这需要最低的投资支出和排水网络的最高耐用性。本文介绍了罗马尼亚北 - 西部的代表土壤的排水研究结果(HMIS,ARAD,BIHOR,MARAMURE和SATU MARE县)。

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