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SEDIMENTATION ISSUES IN THE DEZ DAM RESERVOIR

机译:DEZ DAM水库中的沉积问题

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The Dez Hydroelectric Power Project is located in the Zagros Mountains in Southwest Iran and was created by the construction, in 1963, of the 203-m high Dez Dam. The project is owned and operated by the Khuzestan Water and Power Authority (KWPA). An underground powerhouse contains eight 65 MW units for a total installed capacity of 520 MW which has generated an average of 2400 GWh/yr over an operating period of 40 years. The minimum reservoir level is elevation 300 m and the maximum controlled level is elevation 352 m. The original reservoir volume was 3315 million m~3, and over an operating period of 40 years the storage volume has been reduced to 2600 million m~3 by sedimentation which corresponded to a volume loss of about 19%. The incoming sediment has formed a delta, which has progressed about half-way down the 50-km long reservoir, as well as bottom set stratified beds near the dam. The sediment level near the dam has risen at a rate of about 2 m/yr over the operating period. As a result the reservoir bed at the face of the power intakes has increased from an original elevation of 180 m to 258 m in 2003, which is only 12 m below the invert level of the power intake at elevation 270 m. There is now concern that sediment will begin to be drawn into the power tunnels within a decade with potential damaging effects on the turbine runners and other water passage elements. In addition, this deposition adjacent to the dam is now about 30 m above the low level outlets within the dam body. This situation has an impact on the physical operations at the dam, including the irrigation outlets, power generation and reservoir operation. To address the project sedimentation issues, several general strategies have been identified, including: 1. Watershed management, such as terracing, tree planting, check structures or small dams. 2. Sediment flushing through upgraded low level outlets.
机译:Dez水电项目位于伊朗西南部的Zagros山脉,是由1963年修建的203米高的Dez大坝创建的。该项目由Khuzestan水电局(KWPA)拥有和运营。地下电站包含八个65 MW机组,总装机容量为520 MW,在40年的运行时间中,平均每年产生2400 GWh。最小水库水位为300 m,最大控制水位为352 m。最初的储层容量为33.15亿立方米,在40年的运行期中,由于沉淀作用,存储量已减少至26亿立方米,这相当于约19%的体积损失。进入的沉积物形成了一个三角洲,该三角洲沿50公里长的水库向下发展了大约一半,并在大坝附近形成了底部分层的层状床。在运营期间,大坝附近的沉积物水平以每年约2 m的速度上升。结果,电力进口处的水库床从最初的180 m高程增加到2003年的258 m,仅比海拔270 m时电力进口的倒置水位低12 m。现在,人们担心在十年之内沉淀物将开始被吸入动力通道,从而对涡轮机转轮和其他水通道元件产生潜在的破坏作用。此外,与大坝相邻的沉积物现在位于大坝主体内低水位出口上方约30 m。这种情况会影响大坝的物理运行,包括灌溉出口,发电和水库运行。为了解决项目的沉积问题,已经确定了几种通用策略,包括:1.流域管理,例如梯田,植树,检查结构或小型水坝。 2.通过升级后的低水位排水口冲洗沉积物。

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