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Typical Hydraulic Properties of Deep Aquifers of Niger Delta from Pumping Test Data
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作者 S. A. Ngah C. L. Eze 《Journal of Geoscience and Environment Protection》 2017年第11期139-148,共10页
The hydraulic properties of deeper Coastal Plain Sands, which form the main aquifer in the Niger Delta, were investigated around Eleme, Rivers State. The intent was to find out if frequent well failure was as a result... The hydraulic properties of deeper Coastal Plain Sands, which form the main aquifer in the Niger Delta, were investigated around Eleme, Rivers State. The intent was to find out if frequent well failure was as a result of the aquifer not having enough transmitting capacity to sustain the huge withdrawal necessary for Eleme and its environs where demand for groundwater withdrawal is very high because Eleme axis serves as a major industrial axis of River State or whether the frequent well failure was due to inefficient well construction practice. Constant discharge pumping tests were conducted in 8 deep borehole (250 - 310 m). Data generated during the test were analysed using Cooper-Jacob’s straight line method. The calculated transmissivity of the aquifers ranged from 1324 m2/day - 5815 m2/day. These values when compared with transmissivity values elsewhere indicate that the aquifers in the study area have excellent water yielding properties, plotting within the range of “Very Good” in water transmitting capacity scale. Coefficient of permeability ranged from 13.65 m/d - 59.9 m/d. Coefficient of Storage ranged from 28.2 × 10-5 - 29.1 × 10-5 while the Specific capacities of the wells ranged from 48.75 3 - 78.13 m3/d/m. It is concluded that the deep aquifers of the Niger Delta do possess the capacity to produce and sustain large groundwater withdrawal. It is further recommended that competent drilling contractors be engaged in deep well construction in the area. 展开更多
关键词 deep Aquifers. HYDRAULIC Properties coastal PLAIN sandS Eleme NIGER Delta
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滨海砂层地基锚管索基坑支护 被引量:2
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作者 陈少平 冯诚 陈文华 《岩土工程学报》 EI CAS CSCD 北大核心 2014年第S2期216-221,共6页
本工程位处城市商业中心,基坑地基土层为强透水砂层且与海水连通,场地用地窄小,周边环境紧张。本文针对滨海深厚砂层地基超深基坑开挖,主要从控制变形和有效防水保证基坑开挖的顺利进行。中心城区紧邻的桩基础建筑附加荷载采用分层摩阻... 本工程位处城市商业中心,基坑地基土层为强透水砂层且与海水连通,场地用地窄小,周边环境紧张。本文针对滨海深厚砂层地基超深基坑开挖,主要从控制变形和有效防水保证基坑开挖的顺利进行。中心城区紧邻的桩基础建筑附加荷载采用分层摩阻力计算方法,将桩基摩阻力换算成分层附加荷载。支护结构采用桩锚形式,锚管索成功用于海积砂层基坑支护,成锚过程中对地基扰动较小,施工简便其质量可靠。 展开更多
关键词 滨海深厚砂层 桩基附加荷载 锚管索
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