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Geo-environmental site investigation for Tunceli, Turkey municipal solid waste disposal site

机译:土耳其Tunceli城市固体废物处置场的地质环境现场调查

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The environmental and geological condition of a current solid waste disposal site in the city of Tunceli, Turkey was investigated. Improper geological structure and soil properties of this unsanitary solid waste storage site as well as leachate from this site caused significant pollution in air, soil, and surface water. Natural soil characteristics and geology of the site are presented in this paper. Petrographic properties of vulcanized rubber rocks composed of tuff and volcanic sandstone at the bottom of storage sites and the mineralogical composition of the base composed of these rocks were examined. Permeability of the natural soil and index properties were determined using soil mechanics experiments (moisture content, specific gravity, Atterberg limit tests, sieve analysis, hydrometer analysis, falling-head permeability test, and standard proctor test) conducted on disturbed samples collected from excavated sites and the relationship between mineralogical composition and soil hydraulic behavior was investigated. Natural soil samples of six different parts of the site indicated that, the soil class in four samples is silty sands, sand-silt mixtures, one is clayey sands, sand-clay mixtures and one is clayey silts with slight plasticity. The values obtained using permeability tests for subsoil samples vary from 10~(-5) to 10~(-8) cm/s. Low permeability (10~(-7) and 10~(-8) cm/s) at the south part of the site increases to 10~(-5) cm/s at the natural soil of the North side. Extensively faulted and fissured volcanic sandstone levels at the site give potential to waste leachate to reach deep levels. The soil composition, hydraulic conductivity, topographic conditions, and other location criteria in the current solid waste disposal site showed that the current disposal site is not suitable for this purpose.
机译:调查了土耳其通塞利市当前固体废物处理场的环境和地质条件。该不卫生的固体废物存储场所的地质结构和土壤特性以及该场所的渗滤液不当,对空气,土壤和地表水造成了严重污染。本文介绍了该地区的天然土壤特征和地质情况。研究了在储藏区底部由凝灰岩和火山砂岩组成的硫化橡胶岩石的岩石学性质以及由这些岩石组成的基底的矿物学组成。天然土壤的渗透性和指标特性是使用土壤力学实验(水分含量,比重,阿特伯格极限试验,筛分分析,比重计分析,落头渗透率试验和标准监理器试验)确定的,这些实验是从挖掘点采集的并研究了矿物组成与土壤水力行为之间的关系。该地点六个不同地方的天然土壤样品表明,四个样品中的土壤类别为粉质砂,砂-粉状混合物,一个为黏性砂,砂-粘土混合物,一个为可塑性稍低的黏性粉砂。使用渗透性测试获得的底土样品的值在10〜(-5)cm / s至10〜(-8)cm / s之间。场地南部的低渗透率(10〜(-7)和10〜(-8)cm / s)在北侧的天然土壤中增加到10〜(-5)cm / s。现场的火山岩砂岩高度断层和裂隙,有可能使渗滤液废物达到深层。当前固体废物处置场所中的土壤成分,水力传导率,地形条件和其他位置标准表明,当前处置场所不适合此目的。

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