1、1-1.0m1-1.0m圆圆管管涵涵表表1121工程新机场分散营区连接道路（宁乡段）工程 S4-15序号中心桩号结构类型孔数及孔径（孔-m）交角（）路面设计高程中心流水面高程进口流水面高程出口流水面高程水流方向纵坡（%）填土高度（m）左涵长（m）右涵长（m）设计长度（m）洞口形式用途附注进口出口远远连连线线1BYK0+203.000钢筋混凝土圆管涵1-1.0-3096.46890.68090.63090.730右到左-0.54.6910.0010.0020.00八字墙八字墙排水发发连连线线2FK0+130.000钢筋混凝土圆管涵1-1.0061.26259.20059.18059.220右到左2、-0.50.964.004.008.00八字墙八字墙排水3FK0+320.000钢筋混凝土圆管涵1-1.0063.03161.26461.28461.244左到右0.50.674.004.008.00八字墙八字墙排水4FK0+500.000钢筋混凝土圆管涵1-1.0068.13166.40066.42066.380左到右0.50.634.004.008.00八字墙八字墙排水5FK0+726.500钢筋混凝土圆管涵1-1.04571.29469.60069.55069.650右到左-0.50.5910.0010.0020.00八字墙八字墙排水6FK0+950.000钢筋混凝土圆管涵1-1.0073、0.99969.23069.25069.210左到右0.50.674.004.008.00八字墙八字墙排水7FK1+112.000钢筋混凝土圆管涵1-1.0-4571.89270.02070.07069.970左到右0.50.7710.0010.0020.00八字墙八字墙排水塔塔连连线线8TK0+083.500钢筋混凝土圆管涵1-1.0069.87666.88066.85066.910右到左-0.51.906.006.0012.00八字墙八字墙排水近近连连线线9JK0+001.000钢筋混凝土圆管涵1-1.04063.80761.92061.89061.950右到左-0.50.796.006.4、0012.00八字墙八字墙排水雷雷达达连连线线10LDAK0+008.000钢筋混凝土圆管涵1-1.0065.66064.00064.02563.975左到右0.50.565.005.0010.00八字墙八字墙排水11LDAK0+187.000钢筋混凝土圆管涵1-1.0071.14669.40069.42569.375左到右0.50.655.005.0010.00八字墙八字墙排水12LDAK0+307.600钢筋混凝土圆管涵1-1.0073.16771.40071.42571.375左到右0.50.675.005.0010.00八字墙八字墙排水13LDAK0+480.000钢筋混凝土圆管涵1-5、1.0-4578.62376.95076.91576.985右到左-0.50.577.007.0014.00八字墙八字墙排水14LDAK0+795.000钢筋混凝土圆管涵1-1.04587.59884.35084.40084.300左到右0.52.1510.0010.0020.00八字墙八字墙排水射射连连线线15SK0+120.000钢筋混凝土圆管涵1-1.0070.65968.18068.15568.205右到左-0.51.655.005.0010.00八字墙八字墙排水军军械械连连线线16JXK+131.500钢筋混凝土圆管涵1-1.0-3078.29474.10074.15574.045左6、到右0.53.3611.0011.0022.00八字墙八字墙排水17JXK+182.500钢筋混凝土圆管涵1-1.0-4578.06774.20074.26074.140左到右0.53.0412.0012.0024.00八字墙八字墙排水18JXK+369.000钢筋混凝土圆管涵1-1.0071.66268.70068.66568.735右到左-0.52.137.007.0014.00八字墙八字墙排水19JXK+619.000钢筋混凝土圆管涵1-1.0069.19367.70067.67567.725右到左-0.50.665.005.0010.00八字墙八字墙排水20JXK1+003.500钢筋7、混凝土圆管涵1-1.04574.79273.34073.37573.305左到右0.50.627.007.0014.00八字墙八字墙排水21JXK1+063.500钢筋混凝土圆管涵1-1.04577.19275.70075.73575.665左到右0.50.667.007.0014.00八字墙八字墙排水油油内内连连线线22YNK0+010.000钢筋混凝土圆管涵1-1.0071.21069.10069.13069.070左到右0.51.016.006.0012.00八字墙八字墙排水南南近近连连线线23NJK0+011.000钢筋混凝土圆管涵1-1.0-1563.80062.20062.17568、2.225右到左-0.50.775.005.0010.00八字墙八字墙排水信信标标连连线线24XBK0+001.000钢筋混凝土圆管涵1-1.0-3079.03077.58077.61077.550左到右0.50.626.006.0012.00八字墙八字墙排水南南远远连连线线25NYK0+035.000钢筋混凝土圆管涵1-1.0068.42267.00066.98067.020右到左-0.50.594.004.008.00八字墙八字墙排水26NYK0+050.000钢筋混凝土圆管涵1-1.0068.04766.20066.18066.220右到左-0.51.024.004.008.00八字墙八9、字墙排水27NYK0+500.000钢筋混凝土圆管涵1-1.0077.45675.10075.07575.125右到左-0.51.535.005.0010.00八字墙八字墙排水28NYK0+960.000钢筋混凝土圆管涵1-1.0081.13079.70079.72079.680左到右0.50.604.004.008.00八字墙八字墙排水29NYK1+120.000钢筋混凝土圆管涵1-1.0081.45779.30079.32579.275左到右0.51.335.005.0010.00八字墙八字墙排水30NYK1+520.000钢筋混凝土圆管涵1-1.0083.64782.01082.030810、1.990左到右0.50.814.004.008.00八字墙八字墙排水31NYK1+840.000钢筋混凝土圆管涵1-1.0085.36584.01084.03083.990左到右0.50.524.004.008.00八字墙八字墙排水32NYK2+060.000钢筋混凝土圆管涵1-1.0088.34286.90086.92086.880左到右0.50.614.004.008.00八字墙八字墙排水33NYK2+280.000钢筋混凝土圆管涵1-1.0088.21786.79086.81086.770左到右0.50.604.004.008.00八字墙八字墙排水34NYK2+490.000钢筋混凝土圆管涵1-1.0091.51788.50088.53088.470左到右0.52.196.006.0012.00八字墙八字墙排水 注：涵洞轴线与线路法线交角，以线路法线为基准，顺时钟偏为正，逆时钟偏为负。合计410.00编制：复核：审核：