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DELINEATING GROUND WATER POTENTIAL ZONES IN THE MARGINAL ALLUVIAL AREAS OF GANGETIC PLAIN -A CASE STUDY FROM NALANDA DISTRICT, BIHAR

机译:在平原平原边际冲积区划定地下水位区-以比哈尔省纳兰达地区为例

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Ground water resource development in marginal alluvial areas of Mid-Gangetic plain in Bihar bordering the Precambrian highlands to the south, is a challenging task in view of limited thickness (less than 120 m) of the alluvial deposits and predominantly argillaceous nature of the sediments. The present investigation has been carried out in 250 sq km area, bordering the northern fringe of Chhotanagpur Gneissic Complex. The entire water demand of the area is met up from unconsolidated aquifers within the Quaternary alluvial deposits, laid over northerly sloping Precambrian bedrocks. A total of 20 Vertical Electrical Soundings, using Schlumberger configuration have been carried out in the investigated area to delineate and configure the geometry of the aquifers. The litho-units with resistivity values of 15-150 ohm-m were interpreted as sands of various size grades, which are accumulated along the trough of the bedrock forming potential aquifers. Clay and sandy clay show resistivity values of less than 10 ohm-m and 10-15 ohm-m respectively. Geometry of the various litho-units, prepared by geo-electrical section and panel diagram, reveals frequent lateral facies changes over short distances. A clay blanket with variable thickness of 5-58 m, at the top of the succession, puts the aquifer below under semi-confined condition. Promising aquifers identified for ground water development are: (i) a channel-lag deposit in the western part and (ii) sand deposit along the palaeo-channel of the Panchana, an ephemeral river draining along the eastern part of the study area. Pumping tests conducted in two wells indicate transmissivty of the palaeo-channel deposits (> 500 m~2/day) to be much better than that of the channel-lag deposits (320 m~2/ day). Storage coefficient of the aquifers ranges from 4.3 X 10~(-3) to 5.3 X 10~(-3).
机译:鉴于比哈尔邦前寒武纪高地接壤的比哈尔邦中部恒河平原边缘冲积区的地下水资源开发是一项艰巨的任务,因为冲积层的厚度有限(小于120 m)并且沉积物主要为泥质。目前的调查是在乔塔纳格普尔片麻岩复合体北部边缘的250平方公里区域进行的。该地区的全部需水量都由北倾斜的前寒武纪基岩上的第四纪冲积层中的松散含水层来满足。在研究区域内,使用斯伦贝谢法进行了总共20次垂直电测深,以划定和配置含水层的几何形状。电阻率值为15-150 ohm-m的岩石单元被解释为各种尺寸等级的砂,它们沿着基岩的波谷积累,形成了潜在的含水层。粘土和沙质粘土的电阻率值分别小于10 ohm-m和10-15 ohm-m。通过地电剖面图和面板图制备的各种岩石单元的几何形状揭示了短距离内频繁的侧相变化。连续层顶部的厚度为5-58 m的粘土毯将含水层置于半封闭状态下。为地下水开发确定的有希望的含水层是:(i)西部的河道滞后沉积物,和(ii)Panchana的古河道沿沙的沉积物,Panchana是沿研究区东部流淌的短暂河流。在两口井中进行的抽水试验表明,古河道沉积物的传输率(> 500 m〜2 / day)要比河道滞后沉积物的传输率(320 m〜2 / day)要好得多。含水层的储水系数范围为4.3 X 10〜(-3)至5.3 X 10〜(-3)。

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