Spatial Analysis for Geometric Parameters of Badush dam Reservoir, Mosul, Northern Iraq

Maha Shaher Badowi, S. Saleh, Mohammad Rashid Abood
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Abstract

The Iraqi government planned to complete the building of partially constructed Badush dam to protect against the collapse of Mosul Dam on Tigris River northwest of Mosul. The study aimed to derive the ge‎ometric parameters that compatible with the levels ranged 226.5-312 m (a.s.l.) such as reservoir volume, reservoir area, reservoir submerged area, perimeter, and average depth of the water column, which values ranges are 68039-12354976139 m3, 130074-407943574 m2, 130078-410538707 m2, 2.32-594.27 km, and 0.52-30.29 m respectively. These parameters were analyzed against the raising of the level, the spatial analysis of the geometric criteria and its relations with the levels of Badush reservoir showed that the relations between the volume of the positive bodies (islands), the undulated areas above water level which indicate the islands, and the planer areas (projections) of the islands with the level, fluctuates between increase and decrease with an increase in the level, as for the volume of reservoir, the submerged undulated area, the exposed planer area of the water pond, and the average water column depth they increased with the level increasing, unlike the thickness of the islands with the level, which fluctuates in increase and decrease with the level, the geometric analysis of the reservoir showed that Badush Dam is able to absorb the flood wave resulting from the collapse of Mosul Dam, at a level much lower than the level suggested in the preliminary studies that were adopted in the designs, because a large part of the water of Mosul Dam reservoir will remain in the same reservoir when the level is balanced after the collapse. between the two reservoirs, and that the results of this analysis represent a database that will be used in subsequent modifications in the designs.
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伊拉克北部摩苏尔巴杜什大坝水库几何参数的空间分析
伊拉克政府计划完成已部分建成的巴杜什大坝的建设,以防止摩苏尔西北底格里斯河上的摩苏尔大坝坍塌。该研究旨在得出与 226.5-312 米(海拔高度)水位相匹配的几何参数,如水库容积、水库面积、水库淹没面积、周长和平均水柱深度,其数值范围分别为 68039-12354976139 立方米、130074-407943574 平方米、130078-410538707 平方米、2.32-594.27 千米和 0.52-30.29 米。在对这些参数进行分析后发现,随着巴杜什水库水位的升高,正水体(岛屿)的体积、水位以上显示岛屿的起伏面积以及岛屿的平面面积(凸出部分)与水位之间的关系在增大和减小之间波动,而水库体积、水下起伏面积、水塘露出水面的平面面积以及平均水柱深度则在增大和减小之间波动、水库的几何分析表明,巴杜什大坝能够吸收摩苏尔大坝溃坝后产生的洪水,其水位远低于设计中采用的初步研究中建议的水位,因为溃坝后水位平衡时,摩苏尔大坝水库的大部分水仍将留在同一水库中。因此,我们需要对两个水库之间的水位进行分析,并将分析结果作为数据库,用于随后的设计修改。
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