Fullerton Pollan Reservoir was completed in 1997 with a capacity of 4.6 Mm~3 and a yield of 33 Ml/d to municipal supply and compensation. It has a central conventional concrete gravity section flanked by earth core- rockfill embankments. The dam is 22.5 m high above lowest foundation. The concrete dam incorporates the spillway, fish lifts, draw-off and compensation release pipework. Thick deposits of till and peat deep blanket the site. The till was used for core material while rockfill for the shoulders was excavated from an on-site quarry. The rock foundation was grouted using the GIN method. The concrete mix designs for the dam made use of cement replacement to minimise thermal cracking. The performance of the dam over its first five years has followed expectations.
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机译：Fullerton Pollan水库于1997年建成，容量为4.6 Mm〜3，市政供水和补偿的产量为33 Ml / d。它有一个中央常规混凝土重力段，两侧是土心-堆石路堤。该坝高出最低地基22.5 m。混凝土大坝包括溢洪道，鱼举，引流和补偿释放管道。耕层厚厚的泥炭，并用泥炭深覆盖该部位。收割机用作核心材料，而肩膀的堆石则是从现场采石场挖出的。岩石地基采用GIN方法灌浆。大坝的混凝土混合料设计采用水泥替代，以最大程度地减少热裂。大坝在其最初五年的性能符合预期。
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