为派尼拉斯县饮用水系统开发了一个水力模型 大型复杂的输配水网络，包括六台抽水机 电站、11个储罐、大约2000英里长的管道和数千个阀门。 管网是根据基于GIS的系统形状文件创建的，并进行了校正 使用记录图纸。使用1英尺的高度将高程指定给网络节点 全县机载激光测绘带的等高线。哈森威廉姆斯酒店 系数是根据已知的管道材料和直径指定的 根据年龄和预期流速进行调整。 每月零售电表记录，实时 将批发水表记录和未计算的水流分配给节点 使用传统的自下而上方法。边界条件被纳入到 模型。发现并纠正了异常情况。该模型使用 最大小时需求的测试数据。仿真结果与实验结果进行了比较 其他六个需求事件的测试结果。这个模型与我们的理论非常一致 所有模拟场景中的物理系统。作者成功地使用了 110-MGD调水设施设计中的模型。包括7个参考文献、表格、图表。

A hydraulic model has been developed for the Pinellas County Drinking Water System, a large and complex water transmission and distribution network including six pumping stations, 11 storage tanks, approximately 2,000 miles of piping, and thousands of valves. The piping network was created from GIS-based shapefiles of the system and corrected using record drawings. The elevations were assigned to the network nodes using 1-foot contours of a County-wide Airborne Laser Swath Mapping. The Hazen-Williams coefficients were assigned based on known pipe materials and diameters with adjustments for age and expected flow velocity. Monthly retail meter records, real-time wholesale meter records, and unaccounted-for water flows were allocated to the nodes using the conventional bottom-up approach. Boundary conditions were incorporated into the model. Anomalies were identified and corrected. The model was calibrated using the testing data for the maximum hour demand. The simulation results were compared with the testing results for six other demand events. The model was in close agreement with the physical system in all simulation scenarios. The authors have successfully used the model in the design of a 110-MGD water blending facility. Includes 7 references, tables, figures.