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* 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement 106-105栋、105-104栋：一侧有单元门，一侧一楼庭院，单元门出口预留通道，庭院门口适当合并 106-105栋、105-104栋：一侧有单元门，一侧一楼庭院，单元门出口预留通道，庭院门口适当合并 用30年一遇24小时雨型模拟 * * * * * * * 23/11/2010 Sponsored by UoA Civil and Environmental Engineering and Landcare Research New Strategies for LID-Permeable Pavement * The locations of all of the instruments are shown here. These two areas are equipped as previously shown with the lysimeters and moisture meters at the staggered depths. These two locations are very similar, except they are located outside the infiltration beds for comparison purposes. Finally, the weir and pressure transducer are located at the base of the picture in an inlet. 23/11/2010 Sponsored by UoA Civil and Environmental E
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