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Hydraulic management of a soil moisture controlled SDI wastewater dispersal system in an Alabama Black Belt soil

机译:在阿拉巴马州黑带土壤中控制土壤水分的SDI废水扩散系统的水力管理

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Biosystems Engineering Department, Auburn University, Auburn, AL 36849, USA ;Department of Agronomy and Soils, Auburn University, Auburn, AL 36849, USA ;Department of Agronomy and Soils, Auburn University, Auburn, AL 36849, USA ;Biosystems Engineering Department, Auburn University, Auburn, AL 36849, USA ;Department of Agronomy and Soils, Auburn University, Auburn, AL 36849, USA ,National Soil Dynamics Laboratory of United States Department of Agriculture (USDA), Auburn, AL 36832, USA;%Rural areas represent approximately 95% of the 14000 knr Alabama Black Belt, an area of widespread Vertisols dominated by clayey, smectitic, shrink—swell soils. These soils are unsuitable for conventional onsite wastewater treatment systems (OWTS) which are nevertheless widely used in this region. In order to provide an alternative wastewater dosing system, an experimental field moisture controlled subsurface drip irrigation (SDI) system was designed and installed as a field trial. The experimental system that integrates a seasonal cropping system was evaluated for two years on a 500-m2 Houston clay site in west central Alabama from August 2006 to June 2008. The SDI system was designed to start hydraulic dosing only when field moisture was below field capacity. Hydraulic dosing rates fluctuated as expected with higher dosing rates during warm seasons with near zero or zero dosing rates during cold seasons. Lower hydraulic dosing in winter creates the need for at least a two-month waste storage structure which is an insurmountable challenge for rural homeowners. An estimated 30% of dosed water percolated below 45-cm depth during the first summer which included a 30-year historic drought. This massive volume of percolation was presumably the result of preferential flow stimulated by dry weather clay soil cracking. Although water percolation is necessary for OWTS, this massive water percolation loss indicated that this experimental system is not able to effective control soil moisture within its monitoring zone as designed. Overall findings of this study indicated that soil moisture controlled SDI wastewater dosing is not suitable as a standalone system in these Vertisols. However, the experimental soil moisture control system functioned as designed, demonstrating that soil moisture controlled SDI wastewater dosing may find application as a supplement to other wastewater disposal methods that can function during cold seasons.
机译:奥本大学生物系统工程学系,美国奥本州AL 36849;​​奥本大学农学与土壤学系,美国奥本AL 36849;​​美国奥本大学农学与土壤学系,美国奥本AL 36849;​​美国生物系统工程学系美国奥本大学(Auburn),奥本(AL)36849;​​美国奥本大学农学与土壤学系,美国(AL)36849,美国农业部(USDA)国家土壤动力学实验室,美国奥本(AL)36832,美国;农村地区约占14000 krr阿拉巴马州黑带的95%,阿拉巴马州黑带是一种以黏土,近晶,收缩-膨胀土壤为主的宽阔的Vertisols地区。这些土壤不适用于仍在该地区广泛使用的常规现场废水处理系统(OWTS)。为了提供替代的废水定量给料系统,设计并安装了一个实验性的现场水分控制地下滴灌(SDI)系统,作为现场试验。从2006年8月到2008年6月,在阿拉巴马州中西部西部休斯敦500平方米的一块粘土场地上,对集成了季节性种植系统的实验系统进行了为期两年的评估。SDI系统旨在仅在田间水分低于田间持水量时才开始进行水力计量。 。液压剂量率随温度的变化而波动,在温暖季节较高的剂量率在寒冷季节接近零或零剂量率。冬季较低的水力计量需要至少两个月的废物存储结构,这对于农村房主而言是一个无法克服的挑战。在第一个夏天,估计有30%的剂量水渗透到45厘米以下的深度,其中包括30年的历史干旱。大量的渗滤大概是干旱天气下粘土土壤开裂刺激的优先流动的结果。尽管渗水对于OWTS是必要的,但这种巨大的渗水损失表明该实验系统无法按照设计的方法有效地控制其监测区内的土壤水分。这项研究的总体结果表明,土壤水分控制的SDI废水处理量不适合作为这些Vertisols中的独立系统。但是,实验性土壤水分控制系统按设计运行,表明土壤水分控制的SDI废水定量处理可以作为在寒冷季节可以发挥作用的其他废水处理方法的补充。

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