序号桩号使用性质交角 （度）结构类型孔径跨径 x 净高 孔-m-m）涵长（m ）进出形式涵底标高（m ）备 注L 左L 右L左右左中心右1AK0+270.灌溉70钢筋砼圆管涵1-1.06.567.8814.44八字墙八字墙64.8764.8064.722AK0+420.灌溉65钢筋砼盖板涵1-1.5X1.06.868.4815.34八字墙八字墙64.8064.7062.573BK0+195.37灌溉95钢筋砼圆管涵1-1.08.798.8117.60八字墙八字墙65.5965.5065.414BK0+327.灌溉95钢筋砼圆管涵1-1.09.279.3318.60八字墙八字墙62.5962.5062.415K0+325.90钢筋砼盖板涵1-1.5X1.0八字墙八字墙6K0+415.110钢筋砼圆管涵1-1.0八字墙八字墙7K0+487.81灌溉80钢筋砼圆管涵1-1.010.2110.5120.72八字墙八字墙63.62.9062.798K0+550.90钢筋砼圆管涵1-1.0八字墙八字墙9K0+590.65灌溉70钢筋砼圆管涵1-1.011.3111.6322.94八字墙八字墙62.3162.2062.0810K0+672.80排水60钢筋砼圆管涵1-1.012.2012.5024.7八字墙八字墙61.9261.8061.6811K0+710.90钢筋砼圆管涵1-1.0八字墙八字墙12K0+8.90钢筋砼圆管涵1-1.0八字墙八字墙13K0+855.16灌溉80钢筋砼圆管涵1-1.011.4711.7523.22八字墙八字墙60.0159.9059.7814K0+9.90钢筋砼圆管涵1-1.0八字墙八字墙15K1+110.90钢筋砼圆管涵1-1.0八字墙八字墙16K1+180.90钢筋砼圆管涵1-1.0八字墙八字墙17K1+058.92灌溉30钢筋砼盖板涵1-1.5X1.021.8322.2544.08八字墙八字墙58.0257.8057.5818K1+294.93灌溉90钢筋砼圆管涵1-1.010.8610.6421.50八字墙八字墙56.5156.4056.2919K1+360.110钢筋砼圆管涵1-1.0八字墙八字墙20K1+398.75灌溉120钢筋砼圆管涵1-1.012.7511.9524.70八字墙八字墙55.8355.7055.5821K1+5.110钢筋砼圆管涵1-1.0八字墙八字墙22K1+634.56灌溉70钢筋砼圆管涵1-1.011.8412.1023.94八字墙八字墙53.0252.9052.78合计注：1、L 左、L 右为涵洞左右两侧的涵长，L 为涵洞的总长。2、涵底标高是进 tB 水的涵底标高。序桩号使用性质交角 结构类型孔径跨径 X 净高 涵长（m ）进出形式涵底标高（m ）备 注诸暨市十二都至店公路改建工程第 1 页 共 8 页编制：复核：号（度）孔-m-m）L 左L 右L左右左中心右23K1+750.90钢筋砼圆管涵1-1.0八字墙八字墙24K1+850.90钢筋砼圆管涵1-1.0八字墙八字墙25K1+933.06排水120钢筋砼盖板涵1-2.0X2.012.8412.1524.99八字墙八字墙48.9449.2049.4426K2+131.35灌溉60钢筋砼盖板涵1-3.0X2.012.2714.7226.99八字墙八字墙47.3547.1046.8227K2+2.90钢筋砼圆管涵1-1.0八字墙八字墙28K2+250....
