考虑透气性和浆液帷幕优化的坝轴位置选择

M. C. Canoglu
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引用次数: 2

摘要

本文探讨了活动构造对水工建筑物施工的影响。除了动荷载的影响外,活跃的构造活动也会造成渗透性问题。本研究的重点是在考虑浆液帷幕设计和坝轴最佳位置的经济效益的情况下克服渗透问题。坝址的渗土性是影响大坝建设可行性和经济效益的决定性因素之一。确保降低地面渗透性的技术(如灌浆)通常既昂贵又耗时;在图尔古特鲁大坝第一个地点的经历就是一个很好的例子。Turgutlu大坝的第一个建设地点计划在北安那托利亚断裂带的断层阶地上,这是土耳其最重要的活动构造特征。计划采用灌浆帷幕来降低渗透性,并对露台材料进行地面处理。然而,相邻山谷的基础高程较深,因此可能会对该山谷产生泄漏。尽管水库面积很大,但由于该位置的地面修复(施工浆液幕)成本,该项目在经济效益方面变得不可行。为解决这一问题,将坝体移至下游,避开断层阶地,选择最优注浆帷幕,使成本最小化,提高水库保水能力,提高大坝经济效益。
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Selection of Suitable Dam Axis Location Considering Permeability and Grout Curtain Optimization
This study investigated the effects of active tectonism on the construction of hydraulic structures. Apart from the effect of dynamic loads, active tectonism can cause permeability problems. The focus of this study was on overcoming the permeability problems considering the economic yield in terms of grout curtain design and optimum dam axis location. The ground permeability of dam locations is one of the decisive factors affecting the feasibility and economic yield of dam construction. Techniques (such as grouting) for ensuring ground permeability reduction are generally expensive and time-consuming; the experience at the first location of the Turgutlu Dam is a case in point. Construction of the first location of Turgutlu Dam was planned on a fault terrace that is part of the North Anatolian Fault Zone, which is the most important active tectonic feature in Turkey. A grout curtain was planned to provide permeability reduction and ground treatment for the terrace material. However, the base elevation of the adjacent valley is deeper, and thus potential leakage to this valley was expected. In spite of its big reservoir area, the Turgutlu Dam Project became infeasible in terms of economic yield due to the ground remediation (construction of grout curtain) costs for this location. To solve this problem, the dam was relocated downstream to avoid the fault terrace, choosing an optimum grout curtain to minimize cost and improve water retention of the reservoir, and increase economic yield of the dam.
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