圖書典藏及影音數位平台

鹿寮溪水庫位於台南市白河區馬稠後與嘉義縣水上鄉牛稠埔溪交界處，本署南水局及本所於民國95年至103年間陸續辦理可行性規劃相關計畫，經盤點歷年辦理計畫之工作項目及關鍵議題，有關水質、水量觀測、潰壩安全研究及景觀遊憩及生態保育規劃等仍須持續調查及補充規劃，建議上述工作優先辦理。爰辦理本計畫，以利後續推動。

I. Project Background and Objective The objective of this project is to clarify related issues of Lu Liao Reservoir Project in accordance with previous planning projects. The continuation of water quality monitoring, Sand content monitoring, and flow monitoring is to provide data for water intake schedule and water resource analysis. The seismic assessment and dam break analysis are to further understand disaster impact level. The landscape planning is in accordance with local landscape quality and characteristics to provide a future reference. II. Basic Data Collection and Analysis A. Clarification of Related Issues 1. Military Zone Decommission In conclusion of the meeting with the military camp, the meeting result is in opposite with the previous meeting on Oct. 7, 2014. The cause of different conclusion is due to that that this case had been transferred to a different officer. Other than previous reason, the reservoir’s construction date is still uncertain, therefore, the military camp will not adjust the zoning range. The military camp suggests follow-up communication with Army Command and Department of Defense in order to move forward with Lu Liao Reservoir Project. 2. Golf Course in Water Catchment Area The golf course is opposed to land acquisition and does not reject the retaining wall proposal. In consideration of other submerge area that is using land acquisition method, it is suggested that the same method is used on the golf course. In economic standpoint, the retaining wall method is 9.28 million NTD cheaper and is suggested to use as an alternative. 3. Public Opinion (1)Opposing Household of Submerging Area No. 99 Shen-Keng still express their inconvenience of old age and is more comfortable with the current living situation. Current solution suggests using 70m height retaining wall with the rerouting of connecting road and a new bridge to the main road. The retaining wall is calculated to cost 17 million NTD. (2)Rerouting Road in Submerging Area The new road is planned to follow along with the water catchment area with 4 new PCI bridge to connect to the original route. The new route is to be 1,080 meters long, 8 meters wide. The new PCI Bridge is to be 326 meters long also with 8 meters wide. It is estimated to cost 137 million NTD. (3)Path for Dam Construction Works during Constructions Construction path to be rerouted to avoid dense population area. The amended route is Provincial Highway 3 → National Highway 3 → 82 expressway → South 86-1 → County 165 → Industrial road → South 90. (4)Weir Construction The weir is the flat type with the top of the weir close to the riverbed, the difference of river water level is minimal, and there is no down cutting at the lower stream, therefore, the weir development is less likely to cause an impact to the surrounding environment. The subject of landscape planning to this area with access road is incorporated in the landscape planning chapter. Furthermore, the sediment pool is to be on public land or unregistered land, the location of sediment pool is readjusted. The adjustment cost additional 6 million NTD.