圖書典藏及影音數位平台

為求嘉義地區水源穩定供給，經評估更新改善台糖公司所屬鹿寮溪水庫為一可行之方案。本計畫工作包括彙整前期規劃成果及檢討、供水能力檢討等。

Integrated utilization water supply potential analysis A.Water supply potential analysis Scenario 4 pertains to an integrated utilization of Scenario 1: The Lu-Liau Reservoir upgrade project (including the cross-region water diversion at the Yunshui Weir at 10 metric meters/sec) and Scenario 3: the artificial lake lone utilization (including that of the Chilan Weir at 10 metric meters/sec), with sequence of water supply being to first divert the stream flow of the Chilan River through the Chilan Weir to the Suishang water purification plant to feed the Chiayi area’s public water supply, and the deficit is made up by the Lu-Liau Reservoir and the artificial lake; the sequence of water diversion entails diverting the water from the upstream of Chilan River tributary for retention at the Lu-Liau Reservoir, and the water flow of the Chilan River is diverted at the downstream Chilan Weir to the Suishang water purification plant, and any surplus water from the Chilan River is diverted to the artificial lake for retention; the simulation findings reveals that the integrated utilization water supply potential is approximately 118,500 metric meters per day. B. Estimation of the untreated water cost Scenario 4 of the integrated utilization (the Lu-Liau River plus the Chilan Weir plus the Qingliao artificial lake) has a total project development cost of approximately TWD 25.073 billion, with the annualized expenditure at TWD 1.307 billion, and the untreated water cost at approximately TWD 30.24/metric meter. (4) Integrated evaluation/analysis As revealed from the water source algorithm results, the Lu-Liau Reservoir upgrade project (including water diversion from the Yunshui Weir) offers a water supply capability of approximately 68,500 CMD, and the artificial lake, developed alone (including that of the Chilan Weir) offers a water supply volume of approximately 47,000 CMD, or the two combined utilization offer a water supply volume of approximately 118,500 CMD, which provides a mere increase of approximately 3,000 CMD in water supply volume, with or without the integrated utilization scheme, thus the integrated utilization of the Lu-Liau River upgrade project (including water diversion from the Yunshui Weir) and the artificial lake lone development (including that of the Chilan Weir) offers limited yield. To judge from the point of water resource development alone, the joint development of the Lu-Liau Reservoir upgrade project (including that of the Yunshui Weir) and the artificial lake project (including that of the Chilan Weir) reveals a slightly higher untreated water cost (with the untreated water cost at approximately TWD 30.24 dollars/metric meter), wherein the largest impact factor being the artificial lake’s soil excavation issue, it is recommended to conduct drilling exploration and testing to facilitate further evaluation of the impact of the soil sale to the untreated water cost. Recapping the afore stated: it is recommended that at the current stage, the Lu-Liau Reservoir upgrade project (including that of the Yunshui Weir) is the main development proposal, while the artificial lake project (including that of the Chilan Weir) is marred by slightly high cost of the untreated water, and offers little advantage in economic feasibility; however, it still offers certain development potential if the soil can be sold to supplement the project funding.