泗县规划路沟渠参数表格成果0917

排水沟特性表序号名称长度（m）沟深（m）底宽（m）口宽（m）边坡（1：m）比降控制面积(km2)设计流量(m3/s)1斗沟-17401.81.76.01:1.21：60001.681.142斗沟-21761.81.76.01:1.21：60000.680.463斗沟-36011.81.76.01:1.21：60000.570.394斗沟-44331.81.76.01:1.21：60000.660.455斗沟-55451.81.76.01:1.21：60000.750.516斗沟-66121.83.78.01:1.21：60000.830.567斗沟-73421.81.76.01:1.21：60000.650.448斗沟-83381.81.76.01:1.21：60000.780.539斗沟-92281.81.76.01:1.21：60000.920.6310斗沟-106111.81.76.01:1.21：60000.490.3311斗沟-11123722.06.81:1.21：60001.310.8912斗沟-125241.81.76.01:1.21：60000.540.37合计638714330.000526327720.000526335240.000526345450.000526356120.000526363420.180.000526373380.000526382280.000526396110.0005263101760.0005263117400.0005263126010.00052631310550.00052631.44备注清淤10.681.14246.9125114.88 3068.928清淤20.680.46246.9121216.512 729.9072清淤30.680.38766.9124154.112 2492.467清淤40.680.44889.06.9122992.896 1795.738清淤50.680.517.06.9123767.04 2260.224清淤60.680.564413.010.5126433.344 3860.006清淤70.680.4425.06.9122363.904 1418.342清淤80.680.53045.06.9122336.256 1401.754清淤90.680.62566.9121575.936 945.5616清淤100.680.33326.9124223.232 2533.939清淤、衬砌110.680.89088.58.810885.66531.36清淤120.680.36725.06.9123621.888 2173.133斗沟清淤挖方 2.921136农沟清淤挖方 0.743175新建农沟挖方 0.4785750.2278950.4063160.2757890.2868420.3221050.180.1778950.120.3215790.0926320.3894740.3163160.555263180排水沟特性表序号名称长度（m）沟深（m）底宽（m）口宽（m）边坡（1：m）比降1清淤农沟-19971.513.51:1.21:30002清淤农沟-22391.513.51:1.21:30003清淤农沟-39081.513.51:1.21:30004清淤农沟-45591.513.51:1.21:30005清淤农沟-59671.513.51:1.21:30006开挖农沟-12431.513.51:1.21:30007开挖农沟-22071.513.51:1.21:30008开挖农沟-32291.513.51:1.21:30009开挖农沟-41111.513.51:1.21:300010开挖农沟-56281.513.51:1.21:3000合计3852控制面积(km2)设计流量(m3/s)备注0.420.29清淤0.3778110.68 0.2854573.3752.025 2018.9250.290.20清淤0.2610.680.19723.3752.025483.9750.380.26清淤0.3440840.68 0.2599753.3752.0251838.70.330.22清淤0.2970.680.22443.3752.025 1131.9750.410.28清淤0.3664420.68 0.2768673.3752.025 1958.1750.290.20开挖0.2610.680.19723.375820.1250.420.29开挖0.3780.680.28563.375698.6250.340.23开挖0.3060.680.23123.375772.8750.410.28开挖0.3690.680.27883.375374.6250.470.32开挖0.4230.680.31963.3752119.5道路特性表序号名称长度（m）类型1砂石田间道-1494泥结石路面宽3.5m，土路肩，路基宽度5.0m2砂石田间道-2255泥结石路面宽3.5m，土路肩，路基宽度5.0m3砂石田间道-31058泥结石路面宽3.5m，土路肩，路基宽度5.0m4砂石田间道-4333泥结石路面宽3.5m，土路肩，路基宽度5.0m5砂石田间道-5490泥结石路面宽3.5m，土路肩，路基宽度5.0m6砂石田间道-6425泥结石路面宽3.5m，土路肩，路基宽度5.0m7砂石田间道-72266泥结石路面宽3.5m，土路肩，路基宽度5.0m8砂石田间道-8689泥结石路面宽3.5m，土路肩，路基宽度5.0m9砂石田间道-9795泥结石路面宽3.5m，土路肩，路基宽度5.0m10砂石田间道-10761泥结石路面宽3.5m，土路肩，路基宽度5.0m11砂石田间道-11411泥结石路面宽3.5m，土路肩，路基宽度5.0m12砂石田间道-12344泥结石路面宽3.5m，土路肩，路基宽度5.0m13砂石田间道-13229泥结石路面宽3.5m，土路肩，路基宽度5.0m合计8550路床压实（m2）路肩土方（m3）路基土方（m3）泥结石路面（m2）细碎石面层（m2）24701195531729172912756128689389352902541185370337031665803731166116624501185491715171521251024761488148811330544253879317931344516577224122412397519189027832783380518385226642664205599460143914391720833851204120411455525680280242750205295762992529925道路特性表序号名称长度（m）类型路床压实（m2）1水泥田间道-11185砼路面宽3.5m，素土路肩，路基宽度5.0m59252水泥田间道-21906砼路面宽3.5m，素土路肩，路基宽度5.0m95303水泥田间道-31552砼路面宽3.5m，素土路肩，路基宽度5.0m77604水泥田间道-4397砼路面宽3.5m，素土路肩，路基宽度5.0m19855水泥田间道-5419砼路面宽3.5m，素土路肩，路基宽度5.0m20956水泥田间道-61781砼路面宽4.0m，素土路肩，路基宽度5.5m97967水泥田间道-7241砼路面宽4.0m，素土路肩，路基宽度5.5m13268水泥田间道-81522砼路面宽4.0m，素土路肩，路基宽度5.5m83719水泥田间道-9829砼路面宽4.0m，素土路肩，路基宽度5.5m456010水泥田间道-10739砼路面宽4.0m，素土路肩，路基宽度5.5m4065合计1057155411路肩土方（m3）砼（m2）三七灰土垫层（m3）353414871143.55686671114443.5462543293143.5118139023843.512514672513.53.5531712410693.54.0729641453.54.0栽种景观树45460889133.54.0栽种景观树24733164974.04.0栽种景观树22029564434.0栽种景观树3150395556343景观树设计成果表序号名称林带长度（m）树种林带等级1水泥田间道-7241松树两侧单行间隔2m2水泥田间道-81522松树两侧单行间隔2m3水泥田间道-9829松树两侧单行间隔2m4水泥田间道-10739松树两侧单行间隔2m5砂石田间道-10761松树两侧单行间隔2m6砂石田间道-11411松树两侧单行间隔2m7砂石田间道-12344松树两侧单行间隔2m8砂石田间道-13229松树两侧单行间隔2m9清淤斗沟-4433松树两侧单行间隔2m10清淤斗沟-5545松树两侧单行间隔2m11清淤斗沟-6612松树两侧单行间隔2m12新开农沟-4111松树两侧单行间隔2m合计6777序号名称长度（m）沟深（m）底宽（m）口宽（m）施工横截面积（m2）土方量(m3)备注1斗沟-14331.51.56.031340清淤2斗沟-27721.51.56.032388清淤3斗沟-3524114.01721清淤4斗沟-45451.51.56.031686清淤5斗沟-5612228.063366清淤6斗沟-63421.51.56.031058清淤7斗沟-73381.51.56.031046清淤8斗沟-8228114.01314清淤9斗沟-9611114.01840清淤10斗沟-101761.51.56.03545清淤11斗沟-117401.51.56.032289清淤12斗沟-12601114.01826清淤13斗沟-131055114.011451清淤合计178691清淤农沟-19081121.51362清淤2清淤农沟-22391121.5359清淤3清淤农沟-35591121.5839清淤4清淤农沟-49671121.51451清淤5清淤农沟-59971121.51496清淤合计55056新开农沟-16281121.5942新建7新开农沟-21111232.5278新建8新开农沟-32291121.5344新建9新开农沟-42431121.5365新建10新开农沟-52071121.5311新建合计2238横截面积清淤量60.553.09375 1339.59460.553.09375 2388.37530.551.375720.560.553.09375 1686.094100.555.5336660.553.09375 1058.06360.553.09375 1045.68830.551.375313.530.551.375840.12560.553.09375544.560.553.09375 2289.37530.551.375826.37530.551.375 1450.625213622358.52838.521450.521495.529423277.52343.52364.52310.5桥编号所在路编号所在沟编号宽度（m）跨度（m）工程性质农桥1水泥田间道-1东张大沟48新建农桥2水泥田间道-3修复斗沟A-348新建农桥3砂石田间道-548新建农桥4砂石田间道-546新建农桥5水泥田间道-546新建农桥6砂石田间道-9小曹沟48新建农桥7砂石田间道-23斗沟-1146新建农桥8砂石田间道-22农沟-1144新建农桥9生产路-15斗沟-1046新建农桥10生产路-18斗沟-946新建农桥11砂石田间道-13斗沟-844新建农桥12砂石田间道-24斗沟-1344新建农桥13砂石田间道-21斗沟-1244新建农桥14砂石田间道-18农沟-1044新建农桥15砂石田间道-20农沟-1044新建农桥16砂石田间道-20斗沟-1246新建农桥17水泥田间道-2西张大沟48新建农桥18水泥田间道-8斗沟-246新建农桥19生产路-4农沟-144新建农桥20农村道路小曹沟48新建农桥21水泥田间道-9农沟-1244新建农桥22生产路-17斗沟-1044新建农桥23砂石田间道-25农沟-1144新建农桥24砂石田间道-23农沟-1244新建下田涵 工程量表 ：座名称单位工程量358土方开挖m311.632779.57土方回填m36.21481.8C20砼m31.35322.65C10砼垫层m31.33317.872M成品钢筋砼管节2478956挡土墙m32.4573.64*4桥 工程量表 ：座名称单位工程量土方开挖m31221342土方回填m327297C20砼现浇m32.224.2C25砼现浇m34.650.6M7.5浆砌石基础m311121M7.5浆砌石m325275二毡三油m23.639.6钢筋KG5716281过路涵 工程量表 ：座名称单位工程量土方开挖m324.57142857466.8571土方回填m316.25308.75浆砌块石（平面护坡）m36.25118.75浆砌块石（护底）m31.528.5浆砌块石（挡土墙）m310.28571429195.4286其他混凝土 垫层m31.17857142922.39286其他混凝土 压顶m30.392857143 7.464286混凝土管安装 平段（公称直径 1000mm以内）m4764*6桥 工程量表 ：座名称单位工程量土方开挖m324.5714285762.37 3.668824 22.01294土方回填m316.2541.41 2.435882 14.61529浆砌块石（平面护坡）m36.250.37 0.021765 0.130588浆砌块石（护底）m31.52.98 0.175294 1.051765浆砌块石（挡土墙）m310.285714291.63 0.095882 0.575294其他混凝土 垫层m31.1785714290.98 0.057647 0.345882其他混凝土 压顶m30.3928571432.13 0.125294 0.751765混凝土管安装 平段（公称直径 1000mm以内）m40.170.010.063.9 0.229412 1.3764714.2 0.247059 1.4823530.63 0.037059 0.2223531.2 0.070588 0.423529124.8 7.341176 44.047064.3 0.252941 1.517647机井66160025农用井成孔松散层类（孔径450500mm）10(m)774258260089农用井井管安装钢筋混凝土管（孔径450500mm）10(m)774258360098农用井填封非透水层（孔径500550mm）10(m)77.4258460107农用井洗井抽水洗井（孔径450500mm）10(m)258258540076预制混凝土平板100(m3)0.22258630062浆砌砖（基础）100(m3)2.26258740156钢筋制作U型渡槽安装（人力）100(t)0.12258840005中孔底板100(m3)2.582588M桥4个6米桥204M43井66355535550.355.511850.000853 0.1577520.00876 1.6205430.000465 0.0860470.011.85