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Byford Rail Extension Armadale Partinct DA5排水策略
1。Introduction .............................................................................................................................................. 3 1.1 Project Locality ...................................................................................................................................... 3 1.2 Site Layout ............................................................................................................................................. 3 1.3 Catchment Plan .................................................................................................................................... 5 1.4 Existing Drainage Infrastructure .......................................................................................................... 5 2.Design Criteria ......................................................................................................................................... 6 2.1 Design Strategy..................................................................................................................................... 6 2.2 Design Criteria Order of Precedence .................................................................................................. 6 2.3 SWTC -BRE-PTAWA-PM-RPT-00007 .....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................Conclusion ............................................................................................................................................. 19Hydrologic Input Data............................................................................................................................. 8 3.1 Rainfall ................................................................................................................................................... 8 3.1.1 Intensity Frequency Duration ...................................................................................................... 8 3.1.2 Pre-burst ....................................................................................................................................... 8 3.2 Losses .................................................................................................................................................... 9 4.雨水设计策略....................................................................................................................................................................................................................................................................................................... 10 4.1 DA5面积............................................................................................................................................................................................................................................................... Viaduct Drainage ........................................................................................................................ 10 4.2.2 WSUD and Landscape Design Integration .............................................................................. 11 4.2.3 Runoff Assessment .................................................................................................................... 12 4.2.4 Storage Requirements ……................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
附录C：Byford Station最终位置计划
Byford Station区域将高质量的公共交通工具带到了新兴的市中心，新居民和企业通过火车和公共汽车旅行从低碳运输替代品中受益。开发批量纳入了该区域，能够适应较密集的综合用途活动，以鼓励当地人在运输旁边生活和工作。旧城区中心（东）和新兴镇中心（西）之间的社交联系通过克拉拉街at级连接进行促进，而埃尔彭丁 - 贾拉赫代尔社区的邻近将来的郡则在车站以南使用。