重质燃料油废弃物中浸没土壤的工程特性

A. Al-Obaidi, M. Mahmoud, R. Hummadi, D. Thieban
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引用次数: 0

摘要

电力生产行业经常使用以柴油、原油或重质燃料油(HFO)为燃料的燃气轮机;在燃气电厂中使用HFO需要在特定的处理装置中进行一系列处理过程。由于不同的处理阶段,处理过程产生大量的废水,在大多数情况下,是物理的,产生的废水被称为重油废水。常见的处理方法主要用于摆脱重油废物是地面坑或池(直接在自然土壤表面),作为大型水库,以保存大量的重油废物,以便将其重新消耗用于其他用途或作为永久处理方法。在本研究中,开展了广泛的实验室测试计划,以确定HFO废物对不同石膏土(轻度,中度和高度石膏土)的一些岩土力学特性的影响。在白集电厂场址池区周围不同位置、不同深度(1.0 ~ 3.0 m)进行挤压,测试程序包括相同密度下天然土和污染土的基本性质、直剪性、压缩性和湿陷性。分别选取饱和度为10%、50%和100%的污染样品。结果表明:在低废石饱和度时,内摩擦角增大到最大值,然后减小,黏聚力为零或可以忽略;污染土壤的压缩指数小于未污染土壤的压缩指数。重油垃圾淹水土壤的崩塌电位高于水淹土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Engineering Properties of Soil Immersed in Heavy Fuel Oil Waste
The power production industries often use gas turbines running on diesel oil, crude oil, or heavy fuel oil (HFO); the use of HFO in the gas power plants needs a sequence of treating processes in a particular treating unit. The HFO processes for treating produce large quantities of the wastewater due to the different treatment stages that, in most, are physical, and the resulted wastewater is called the HFO Waste. The common disposal method that majorly used in getting rid of the HFO waste is the ground pits or pools (directly on the natural soil surface) that work as large reservoirs to keep the large quantities of the outcome HFO Waste in order to re-consuming it for another utility or as a permanent disposing method. In this research, an extensive laboratory testing program was carried out to determine the effects of HFO waste on some of the geotechnical properties of different gypsum soils (slightly, moderately, and highly gypseous soil). The samples were extruded from different positions around the pool area at the Baiji Power Plant site and at different depths (1.0-3.0 m). The testing program includes basic soil properties, direct shear, compressibility, and collapsibility on natural and polluted soil samples at the same densities. The polluted samples were chosen at different saturation levels (10, 50, and 100) % respectively. The results showed an increase in the internal friction angle to its maximum value at a low degree of waste saturation, then going down, the cohesion is zero or negligible. Polluted soil had a compression index less than the compression index for non-polluted soil. The collapse potential for HFO waste flooded soils is higher than that of soils flooded with water.
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