土地整治项目设计报告（含施组预算）

土地整治项目设计报告（含施组预算） 2 2 2 2 2 2 3 3 6 项目区总面积为3896.2736hm2，其中不动工面积404.5664hm2，建设规模为项目区位于XX县XX灌区境内，东至XX村及XX右堤，西至XX一干渠，南至XX方位坐标东南西北X.305.937.651.089Y548867.128546415.551537370.805541127.445项目区土地所有权为集体所有，包括的村集体有XX村、XX村、XX村、XX村、XX项目区经过土地整理后将增加耕地面积0hm2，新增耕地比率0%；项目建设工期为1年。“项目选址、论证和设计，要吸收当地群众参与并尊重群众意见。”2项目概况XX县地处XX平原西北与XX东部前缘交接地带，地势西北高，东南低，地面高程XX县土壤以黑土、黑钙土、草甸土为主。但土壤类型繁多。黑土是县内主要的农XX县属中温带大陆性季风气候，季节变化明显，冬季漫长，严寒少雪；春季多风5-9月份约占90%；全年日照时数2780-2850小时，大于（或等于）10℃活动积温XX县土壤以黑土、黑钙土、草甸土为主。但土壤类型繁多。黑土是县内主要的农），县属土地面积中耕地面积221043.8hm2，占县属土地总面积的55.80%；园地方位坐标东南西北X.305.937.651.089Y548867.128546415.551537370.805541127.445砾砂。含水层厚度40-50m，埋深1-3m。为第四系孔隙潜水的赋存创造了良好的空间。项目区附近没有可以直接利用的天然建筑材料，所需的建筑材料需要到“十年九旱”。名称总人口劳动力耕地面积人均耕地面积人均年收入XX村230074900XX村310021757333.513000XX村3250712000XX村31002133910000XX村20605505500XX村22335800XX村287337608000合计189161047511442hm2，林地面积为112.6707hm2，其他草地面积为9.6534hm2，交通运输用地面积为85.2740hm2，水域及水利设施用地面积为179.6035hm2，城镇村及工矿用地面积为一级地类二级地类XX村XX村XX村XX村XX村XX村XX村合计占总面积的百分比（%）耕地（01）水田（011）51.0393174.4947527.62540.437449.8090803.405820.62旱地（013）47.328453.6643668.7300464.9738273.2771918.842223.10322449.919062.88小计47.3284104.7036843.2247992.5992273.7145968.651223.10323253.324883.50林地（03）有林地（031）37.379018.66605.751739.32305.6265106.74622.74其他林地（033）0.29395.01450.61615.92450.15小计0.293937.379023.68056.367839.32305.6265112.67072.89牧草地（04）其他草地（043）0.95773.48082.01460.30170.82517.57990.19交通运输用地（10）公路用地（101）13.223716.222629.44630.76农村道路（104）0.27001.333219.955616.39615.518112.16830.186455.8277小计0.270014.556936.178216.39615.518112.16830.186485.27402.19水利设施用地（11）坑塘水面（111）10.86325.67200.62424.839121.99850.56沟渠（117）3.65161.293656.707448.150610.771323.22651.1219144.92293.72水工建筑（118）6.08930.80248.23350.41340.094715.63330.40小计3.65167.382968.373062.056111.395528.47901.2166182.55474.69其他土地（12）设施农用地（122）9.78489.78480.25裸地（127）0.06810.04420.11230.00小计9.85290.04429.89710.25城镇村（20）村庄（203）57.475563.342415.0626105.7795241.66006.20特殊用地（205）2.00050.39200.91993.31240.09小计59.476063.734415.0626106.6994244.97246.29合计51.2500127.89501057.96461160.5251312.36021156.146030.13273896.2736100.00耕地复种率=全年农作物总播种面积×100%耕地面积类别土地垦殖率(%)土地利用率(%)耕地复种率(%)数值83.4996.85壤肥力高，适宜农作物生长。但因田间工程标准低、3项目建设条件分析名称计数长度路面宽边坡起点现状情况建设性质m终点生产路0-1141分水闸砂石修缮堤防生产路0-2134041XX村土修缮耕地生产路0-31410支渠土修缮排水生产路0-4150941生产路0-3土修缮排水生产路0-51739410支排土修缮原有路生产路0-6141生产路0-7土修缮生产路0-7生产路2-1163241高速路土修缮耕地生产路3-1187341高速路砂石修缮耕地生产路4-1131741高速路砂石修缮耕地生产路4-2122641高速路砂石修缮高速辅路生产路4-31342141高速路砂石修缮堤防生产路4-4141水泥路土修缮堤防生产路4-5141原有路土修缮原有路生产路4-6141原有路土修缮原有路生产路4-7141渠道土修缮原有路生产路4-8141渠道土修缮原有路生产路4-9141堤防土修缮原有路生产路5-1172341原有路砂石修缮生产路5-2生产路5-2141高速土修缮排水生产路5-3183641原有路土修缮耕地生产路6-1153341长东分干土修缮生产路6-3生产路6-2141841长东分干土修缮生产路6-3生产路6-3191641生产路6-1土修缮XX生产路6-4137041XX土修缮原有路合计26475项目区灌溉骨干工程现状：项目区灌溉水源为地表水，项目区内水库灌区控制范围，灌区骨干工程已经形成，项目区内干渠为XX水库一干渠，），漏及跑水现象比较普遍，造成水资源的严重浪费，对于XX省西部缺水对项目区内的优势作物及经济价值较高的作物a）项目区交通比较健全，但田间道路工程较差，对于b）项目内灌溉骨干工程全部到位，但田间工程落后，导项目区内的群众对土地整治重大工程项目非常支a)项目设计和预算编制经XX市国土资源局批准过后立即d)项目建成后运营管护过程中，XX县土地矿业权储备交易4新增耕地来源分析5水土资源平衡分析5支渠已经全部衬砌，但长东1支、2支、3支、4支未进行衬砌。由表5-1及表5-2表5-1农水灌区分类水田旱田蔬菜、果林合计平年面积水量面积水量面积水量面积水量小计地表水地下水回归水小计地表水地下水地下水合计地表水地下水回归水2010水田井渠结合12.693137045138288612.6931370451362886旱田井渠结合30481772127610.5304817721276喷灌7.89479471.143458.912921292合计12.69313704513828863995177222231.14345321365388173930886水平年来水量（万m）用水量（万m）供需平衡余水（万m）合计水库水地下水水合计用水量农业灌溉工业用水生活用水农业其他用水合计合计水库水地下水水合计水库水地下水水水库水水地下水201018120100007013110714900100004014886136338817393088697420984322002212999天数（d）灌水定额净（m3/亩）（m3/s/万亩）泡田期5.11～5.25108.50.84移植返青期5.26～6.5690.73分蘖前期6.5～6.17620.6分蘖盛期6.18～6.270.6分蘖末期6.28～7.80.23晒田期7.3～7.85拔节孕穗期7.9～7.280.7抽穗开花期7.29～8.100.25乳熟期8.11～8.2247.50.46黄熟期8.23～9.5合计5106工程总体布置用地合理配置，通过规划后使土地集中连片，利于集00000000000000000000高差较小的地块进行了旱改水工程，项目区旱改水面积为1478.6920hm2，其中面积为1348.33hm2地块较为平整，且高程相差较小，由当地农民自行平整。其中面积为序号图斑编号地块面积（hm²)地块性质田块方向17267.3394水田南北273029.54水田南北377631.6031水田南北478121.4308水田南北58154.1592水田南北683126.6165水田南北785425.3945水田南北888312.334水田南北936113.3123水田南北3809.8496水田南北40918.1402水田南北4144.2629水田南北43115.9146水田南北4466.8537水田南北4471.1473水田南北4482.5525水田南北481159.0041水田南北4838.6406水田南北520155.9744水田南北5303.6711水田南北53319.8851水田南北53415.2049水田南北5396.3918水田南北5426.54水田南北54512.6293水田南北55040.7433水田南北5590.5644水田南北56683.0626水田南北57891.3787水田南北58327.5539水田南北6219.6878水田南北65811.5698水田南北69573.3545水田南北71419.4974水田南北26710.3115水田南北26931.0907水田南北2750.6517水田南北28114.2025水田南北28822.6669水田南北402940.9929水田南北413122.063水田南北4231527.596水田南北序号图斑编号地块面积（hm²)地块性质田块方向4331919.4722水田南北443262.7839水田南北4533233.1272水田南北463426.2765水田南北4734643.7133水田南北483470.3281水田南北4935610.5152水田南北36941.1765水田南北3775.0718水田南北3792.7801水田南北4025.684水田南北40724.1896水田南北4284.1963水田南北4439.8425水田南北45711.2048水田南北4613.9467水田南北4662.7776水田南北604713.0221水田南北614803.3472水田南北624900.2143水田南北634970.8013水田南北645212.1273水田南北655241.2559水田南北665380.4946水田南北6756920.6407水田南北6858210.7779水田南北6958514.8024水田南北59011.0717水田南北5975.3279水田南北6221.074水田南北6253.2779水田南北6274.1406水田南北6370.8388水田南北6440.375水田南北6470.6298水田南北6523.7044水田南北6546.9989水田南北8065910.5327水田南北816662.9934水田南北826829.4659水田南北836835.902水田南北8468710.6387水田南北856914.8832水田南北867017.9885水田南北877036.3944水田南北887055.359水田南北序号图斑编号地块面积（hm²)地块性质田块方向8970610.7223水田南北907084.5389水田南北917104.8059水田南北9272714.1756水田南北937373.2875水田南北9474328.6553水田南北9575528.8581水田南北967565.5347水田南北9775714.7891水田南北9876418.015水田南北997671.8554水田南北76826.518水田南北77423.75水田南北7770.4908水田南北7820.1792水田南北79513.0907水田南北8038.5624水田南北8174.5274水田南北8210.7506水田南北82427.2164水田南北8271.0169水田南北8666.6169水田南北8681.8784水田南北8925.7746水田南北8930.6824水田南北8971.897水田南北9170.3903水田南北9200.9336水田南北9240.6535水田南北9250.5587水田南北9620.9261水田南北9650.5914水田南北9830.2913水田南北9860.847水田南北0.2219水田南北29226.245水田南北32121.0834水田南北36.4244水田南北91.0016水田南北6.4137水田南北5.5234水田南北16.2114水田南北1.2912水田南北5.0925水田南北21.6961水田南北0.8195水田南北序号图斑编号地块面积（hm²)地块性质田块方向3.9331水田南北5.0844水田南北7.4282水田南北442.2188水田南北405.8116水田南北453.0716水田南北25.5644水田南北682.8285水田南北1.2932水田南北2.7156水田南北1.0798水田南北956.6887水田南北9713.7766水田南北991.4082水田南北6.0206水田南北8.1294水田南北1.3901水田南北1.7959水田南北13.8372水田南北12.3602水田南北5.2687水田南北13.138水田南北12.2646水田南北2.4404水田南北20.2256水田南北2.6344水田南北0.7563水田南北7.0136水田南北16.8049水田南北1.7444水田南北8.9372水田南北0.5351水田南北1.6782水田南北1.0604水田南北11.0431水田南北4.9703水田南北2.1404水田南北2001.4563水田南北2105.6847水田南北2111.3854水田南北21711.4136水田南北2232.7345水田南北23012.8378水田南北2402.9967水田南北2430.5507水田南北2532.6862水田南北序号图斑编号地块面积（hm²)地块性质田块方向2590.0889水田南北7315.4035水田南北8484.6625水田南北7493.6029水田南北7473.6755水田南北7654.3566水田南北7705.182水田南北7716.4021水田南北76110.3761水田南北7593.0996水田南北7382.9679水田南北7214.1739水田南北7171.5675水田南北7132.9141水田南北6452.8438水田南北6560.2502水田南北5758.5346水田南北4782.0222水田南北4825.4196水田南北2004521.0592水田南北2014511.7696水田南北2025135.7417水田南北2035581.0619水田南北2045235.8669水田南北2055193.5498水田南北2065072.5056水田南北2075183.8057水田南北2085371.6748水田南北2095571.8901水田南北2104751.9409水田南北2115163.0213水田南北2126240.9308水田南北2136070.5095水田南北2146179.0589水田南北2155282.0994水田南北2164.7837水田南北2170.5949水田南北2181.042水田南北2194812.7753水田南北22052720.4498水田南北2216245.8149水田南北2226954.7524水田南北合计2292.0320水田南北项目区采用XX水库地表水进行灌溉，干、支渠骨干工程已经完成，本次规划设计序号渠道名称长度（m）利用性质渠道方向1666利用原有土渠南北2543利用原有土渠南北33039利用原有土渠南北4利用原有土渠南北5利用原有土渠南北6长东2支630利用原有土渠南北7长东3支利用原有土渠南北8长东4支416利用原有土渠南北小计91439588利用原有土渠南北269利用原有土渠东西0支2斗复合521利用原有土渠南北543利用原有土渠东西507利用原有土渠东西500利用原有土渠东西615利用原有土渠东西0支5斗复合648利用原有土渠南北利用原有土渠东西0支6斗复合478利用原有土渠南北705利用原有土渠东西0支7斗复合593利用原有土渠南北383利用原有土渠东西391利用原有土渠南北759利用原有土渠南北598利用原有土渠南北453利用原有土渠南北三支1斗复合454利用原有土渠东西三支2斗利用原有土渠南北三支3斗503利用原有土渠南北三支3斗复合294利用原有土渠东西三支4斗530利用原有土渠南北740利用原有土渠南北814利用原有土渠南北497利用原有土渠东西利用原有土渠南北利用原有土渠南北291利用原有土渠南北利用原有土渠南北544利用原有土渠南北941利用原有土渠南北40498利用原有土渠南北41四支9斗复合494利用原有土渠东西423743利用原有土渠南北43538利用原有土渠南北序号渠道名称长度（m）利用性质渠道方向44554利用原有土渠南北45520利用原有土渠南北46利用原有土渠东西47730利用原有土渠南北48五支1斗复合405利用原有土渠东西49五支2斗利用原有土渠南北五支2斗复合利用原有土渠东西利用原有土渠南北五支4斗利用原有土渠南北503利用原有土渠南北长东一支1斗利用原有土渠南北长东一支2斗利用原有土渠南北长东一支3斗利用原有土渠南北长东一支4斗496利用原有土渠南北长东一支4斗复合利用原有土渠东西长东一支5斗利用原有土渠南北60长东一支5斗复合823利用原有土渠东西61长东一支6斗745利用原有土渠南北小计42173序号排水沟名称长度控制面积（hm²)沟道走向1西支排5670129.03南北2长东支排5829450.39东西357577.98南北4二支1分支沟77.66南北588.6南北653.7344南北796922.56南北850516.45东西948314.33东西81546.16南北56827.29东西0支2分支沟71843南北35.7南北484南北44323.78南北74543东西合计22534是水稻井灌斗渠上布设的轮灌分水建筑物，共计布设农门929座。序号道路名称长度起点建设性质道路性质终点1生产路0-14分水闸修缮砂石路堤防2生产路0-23404XX村修缮砂石路耕地3生产路0-340支渠修缮砂石路排水4生产路0-45094生产路0-3修缮砂石路排水5生产路0-573940支排修缮砂石路原有路6生产路0-64生产路0-7修缮砂石路生产路0-77生产路2-16324高速路修缮砂石路耕地8生产路3-18734高速路修缮砂石路耕地9生产路4-94堤防修缮砂石路原有路生产路5-17234原有路修缮砂石路生产路5-2生产路5-24高速修缮砂石路排水生产路5-38364原有路修缮砂石路耕地生产路6-15334长东分干修缮砂石路生产路6-3生产路6-24184长东分干修缮砂石路生产路6-3生产路6-39164生产路6-1修缮砂石路XX生产路6-43704XX修缮砂石路原有路小计147731生产路4-13174高速路修缮水泥路耕地2生产路4-22264高速路修缮水泥路序号道路名称长度起点建设性质道路性质终点高速辅路3生产路4-334214高速路修缮水泥路堤防4生产路4-44水泥路修缮水泥路堤防5生产路4-54原有路修缮水泥路原有路6生产路4-64原有路修缮水泥路原有路7生产路4-74渠道修缮水泥路原有路8生产路4-84渠道修缮水泥路原有路小计11702合计264757工程设计度600-1200m，宽度100m-200m建筑物：按10年一遇标准设计，农桥设计荷载等级按公路—Ⅱ级效应乘以0.7修缮砂砾石道路16条，长度为14.773km，设计标准泥路进行连接，二是在原有路基础上修建水泥路，共计8条，水泥路总长度共计5）《财政部国土资源部土地开发整理项目预算定额标准的通知》财建发）；）；）；）；）；）；）；）；）；）；）；）；）；a）理论讲田块布置的目的是：使田块的形状、长度、宽度、面积利于作物的生长c）田块方向及规格耕作田块的布置根据地形按标准化水田节水灌溉的要求设计田1）本设计结合项目区实际情况，水田区以农渠所控制的面积为一块田块。其之间。此次平整考虑到相邻格田高差不大，相邻平整单元采用1.0hm²作为一个单元进①计算田面平均高程:田面平均高程可以根据所测的各点高程得出：Ha高程大于平均高程Ha的是挖方，小于Ha的是填方。算出各点与Ha的差数作为施工时挖方区平均挖深：hc=填方区平均填高：hf=Ha-VcVf=Af.hf分地块高差相对较大地块进行旱改水工程。项目区内经过整理后旱改水面积为1478.6920hm2，其中比较平整不需要旱改水的部分面积为1348.3号高程土方量(10m)+-15321121314151252311213141513532112131415145231121号高程土方量(10m)+-31415155321121314151652311213141515321121314151532112131415152311号高程土方量(10m)+-213141515231121314151532112131415153211213141515321121314151523号高程土方量(10m)+-11213141515411121314151523112131415152311213141515321121314151号高程土方量(10m)+-523112131415153211213141515231121314151523112131415152311213141号高程土方量(10m)+-515231121314151514112131415152311213141515231121314151523112131号高程土方量(10m)+-415152311213141515231121314151523112131415153211213141515231121号高程土方量(10m)+-314151523112131415153211213141515321121314151532112131415152311号高程土方量(10m)+-21314151514112131415153211213141515231121314151523112131415152311号高程土方量(10m)+-21314151523112131415151411213141515231121314151523112131415152311号高程土方量(10m)+-213141515321121314151523112131415152311213141515231121314151号高程土方量(10m)+-532112131415152311213141515231121314151523112131415152311213141号高程土方量(10m)+-515231121314151523112131415153211213141515231121314151532112131号高程土方量(10m)+-415152311213141515321121314151523112131415152311213141512311号高程土方量(10m)+-213141515141121314151523112131415152311213141515321121314151号高程土方量(10m)+-53211213141515321121314151532112131415153211213141515231121314151号高程土方量(10m)+-523112131415153211213141515321121314151532112131415152311213141号高程土方量(10m)+-515321121314151523112131415152311213141515321121314151532112131号高程土方量(10m)+-4151532112131415152311213141515321121314151523112131415153211号高程土方量(10m)+-213141515231121314151523112131415153211213141515231121314151532号高程土方量(10m)+-112131415153211213141515231121314151532112131415153211213141号高程土方量(10m)+-51532112131415153211213141515231121314151532112131415153211213141号高程土方量(10m)+-5153211213141515231121314151523112131415153211213141515231121号高程土方量(10m)+-314151523112131415153211213141515321121314151523112131415153211号高程土方量(10m)+-213141515231121314151532112131415153211213141515231121314151号高程土方量(10m)+-5321121314151532112131415152311213141515231121314151532112131号高程土方量(10m)+-41515321121314151532112131415151411213141515231121314151532号高程土方量(10m)+-11213141515321121314151523112131415153211213141515321121314151523号高程土方量(10m)+-11213141515321121314151532112131415153211213141515321121314151号高程土方量(10m)+-523112131415152311213141515321121314151523112131415153211213141号高程土方量(10m)+-5152311213141515231121314151514112131415153211213141515231121号高程土方量(10m)+-3141515231121314151在平面图上划出填方区和挖方区的分界线，并在填方区和挖方区画出若干个调配计时采用做图近似的方法求出调配区的几何中心（即W总的平均运距：L0=V—挖（填）土方量之和，m3；本次设计中选择具有代表性的典型田块进行计算，将100m长，50m宽的格田作为）00W=2460.1m3.mV=79.8m3L0=30.8m进行衬砌，渠道分水口水位及底高程由XX水库管理站提供，利用灌区资料及项目实际渠道流量的计算是采用明渠均匀流公式进行计算。灌溉渠道的工作制度为干支渠续灌，斗农渠为轮灌.渠道流量在不同运行条件下，有不同的变化范围，即为设计流量，最小流量和加天数（d）灌水定额净（m3/亩）（m3/s/万亩）泡田期5.11～5.25108.50.84移植返青期5.26～6.5690.73分蘖前期6.5～6.17620.6分蘖盛期6.18～6.270.6分蘖末期6.28～7.80.23晒田期7.3～7.85拔节孕穗期7.9～7.280.7抽穗开花期7.29～8.100.25乳熟期8.11～8.2247.50.46黄熟期8.23～9.5合计510本次项目灌水率采用次大0.73（m3/s/万亩）；‘水量较多，推出的斗渠毛流量大，可以作为需要的斗名称斗农采用斗渠灌溉水利用系数灌溉水利用系数0.930.940.950．83序号干/支渠名称桩号支渠名称长度控制面积（万亩）毛灌水率（m³/s/万亩）设计流量（m³/s）13+1756660.04660.9060.0425+2365430.05230.9060.0530+94530390.23700.9060.2144+5140.10230.9060.095XX分干0+0000.22870.9060.206XX分干0+679长东2支6300.047040.9060.047XX分干1+225长东3支0.042270.9060.048XX分干1+867长东4支4160.01940.9060.02序号支渠名称斗渠名称桩号长度控制面积（万亩）毛灌水率（m³/s/万亩）设计流量（m³/s）12+3515880.03880.87920.0322+6362690.01100.87920.0130支2斗复合2+6365210.02360.87920.0240+0005430.01600.87920.0150+3815070.01600.87920.0160+6665000.01450.87920.0170+0006150.01550.87920.0180支5斗复合3+7256480.03520.87920.0393+7250.02280.87920.020支6斗复合4+3934780.02710.87920.024+3937050.01200.87920.010支7斗复合4+9345930.04330.87920.044+9343830.01910.87920.020+3953910.02620.87920.020+5347590.02610.87920.02二支渠1+2595980.07700.87920.07三支渠0+0204530.01860.87920.02三支渠三支1斗复合0+0204540.01860.87920.02三支渠三支2斗0+5800.04820.87920.04三支渠三支3斗0+9995030.01660.87920.01三支渠三支3斗复合0+9992940.02220.87920.02三支渠三支4斗1+2005300.01640.87920.01四支渠0+0067400.01670.87920.01四支渠0+3748140.05760.87920.05序号支渠名称斗渠名称桩号长度控制面积（万亩）毛灌水率（m³/s/万亩）设计流量（m³/s）四支渠0+3744970.03980.87920.030+9380.01660.87920.011+4520.09000.87920.080+9742910.03030.87920.031+7270.05190.87920.05四支渠2+0845440.08840.87920.08四支渠2+6149410.06100.87920.05四支渠3+9814980.03320.87920.03四支渠四支9斗复合3+9814940.03900.87920.03四支渠0+00037430.24560.87920.22四支渠0+5595380.05660.87920.05四支渠1+1505540.04560.87920.04四支渠5+9965200.11520.87920.10四支渠5+9960.10730.87920.09五支渠0+0207300.03130.87920.0340五支渠五支1斗复合0+0204050.02160.87920.0241五支渠五支2斗0+4380.03010.87920.0342五支渠五支2斗复合0+4380.05840.87920.0543五支渠0+9520.03620.87920.0344五支渠五支4斗1+4000.08810.87920.08序号支渠名称斗渠名称桩号长度控制面积（万亩）毛灌水率（m³/s/万亩）设计流量（m³/s）45五支渠2+1425030.03130.87920.03460+1470.10200.87920.09470+7510.05600.87920.05480+9490.07070.87920.06492+4084960.02270.87920.02长东1支4斗复合2+4080.10600.87920.094+0850.06990.87920.064+0858230.03050.87920.035+5917450.05390.87920.05分支及斗渠采用预制8cm砼板护砌，砼下下nA=（b+mh）h渠道水力要素表7-6;序号支渠渠道名称长度流量m³/snimbhWvRX16660.040.0170.000310.50.230.170.350.1525430.050.0170.000510.50.200.140.340.13330390.210.0170.000710.50.400.360.570.2240.080.0170.000210.50.350.300.360.205XX分干0.200.0170.000210.750.470.570.420.282.086XX分干长东2支6300.040.0170.000510.50.180.120.430.127XX分干长东3支0.040.0170.000510.50.190.130.430.138XX分干长东4支4160.020.0170.000510.50.120.070.410.090.84序号支渠渠道名称长度流量m³/snimbhWvRX15880.03670.0170.000310.50.210.150.350.1422690.01580.0170.000310.50.130.080.310.090.8730支2斗复合5210.02270.0170.000310.50.160.110.310.110.9545430.01580.0170.000310.50.130.080.310.090.8755070.01370.0170.000310.50.110.070.310.080.8165000.01010.0170.000310.50.100.060.310.080.7876150.01580.0170.000310.50.130.080.310.090.8780支5斗复合6480.03210.0170.000510.50.160.110.310.110.9590.02070.0170.000310.50.140.090.310.100.900支6斗复合4780.02540.0170.000510.50.140.090.300.100.907050.01160.0170.000310.50.100.060.310.080.780支7斗复合5930.05040.0170.000310.50.250.190.310.163830.02230.0170.000510.50.130.080.310.090.873910.02230.0170.000510.50.130.080.320.090.87序号支渠渠道名称长度流量m³/snimbhWvRX7590.02270.0170.000310.50.160.110.330.110.95二支渠5980.07130.0170.000510.50.250.190.300.16三支渠4530.02030.0170.000210.50.160.110.310.110.95三支渠三支1斗复合4540.02030.0170.000210.50.160.110.390.110.95三支渠三支2斗0.03990.0170.000310.50.220.160.320.14三支渠三支3斗5030.01230.0170.000210.50.120.070.310.090.84三支渠三支3斗复合2940.02030.0170.000210.50.160.110.310.110.95三支渠三支4斗5300.01230.0170.000210.50.120.070.300.090.84四支渠7400.01380.0170.000310.50.120.070.310.090.84四支渠8140.06210.0170.000310.50.280.220.320.17四支渠4970.03670.0170.000310.50.210.150.350.140.01380.0170.000310.50.120.070.320.090.840.07660.0170.000510.50.260.200.390.16序号支渠渠道名称长度流量m³/snimbhWvRX2910.03570.0170.000210.50.220.160.330.140.05420.0170.000310.50.260.200.370.16四支渠5440.08160.0170.000310.50.300.240.340.18四支渠9410.05190.0170.000510.50.210.150.350.14四支渠4980.03210.0170.000510.50.160.110.300.110.95四支渠四支9斗复合4940.03210.0170.000510.50.160.110.300.110.95四支渠37430.21970.0170.000610.50.440.410.530.24四支渠5380.05190.0170.000210.50.270.210.350.16四支渠5540.04240.0170.000310.50.210.150.380.14四支渠5200.10620.0170.000510.50.310.250.420.18四支渠0.09410.0170.000210.50.370.320.390.21五支渠7300.03010.0170.000210.50.200.140.310.13序号支渠渠道名称长度流量m³/snimbhWvRX40五支渠五支1斗复合4050.02030.0170.000210.50.160.110.390.110.9541五支渠五支2斗0.03220.0170.000310.50.180.120.360.1242五支渠五支2斗复合0.05190.0170.000510.50.210.150.350.1443五支渠0.03210.0170.000510.50.160.110.300.110.9544五支渠五支4斗0.08160.0170.000310.50.300.240.340.1845五支渠5030.03360.0170.000310.50.200.140.340.13460.09410.0170.000210.750.310.330.390.20470.05050.0170.000410.50.220.160.320.14480.06250.0170.000310.50.260.200.320.16494960.02270.0170.000310.50.160.110.310.110.95序号支渠渠道名称长度流量m³/snimbhWvRX长东1支4斗复合0.08780.0170.000510.50.280.220.400.170.06370.0170.000410.50.250.190.340.16长东1支5斗复合8230.03210.0170.000510.50.160.110.300.110.957450.04760.0170.000510.50.200.140.340.13灌溉渠道水位推算为了满足自流灌溉的要求，各级渠道入口处都应具有足够的水渠道设计过程中考虑到渠道与田间水自流需要，设计过程中已经按照水位衔接考渠道水位衔接表长东4支挖方的设计，两相邻断面面积平均值与相应断面之间长度的乘积就是该段渠道的工程选型度1203456长东2支7长东3支8长东4支0904选型度000040选型度0长东1支4斗复合长东1支5斗复合4排水模数采用《XX县XX灌区初步设计报告》，成果见下表本次设计遇12水C—谢才系数R1/6；）；序号排水沟名称长度控制面积（hm²)沟道走向排水模（m³/s/hm²)流量（m³/s）1西支排56701449.20南北0.00202.94192长东支排5829450.02东西0.00200.9135357576.00南北0.00200.15434二支1分支沟94.44南北0.00200.1917587.26南北0.00200.1771655.21南北0.00200.1121796935.29南北0.00200.0716850519.23东西0.00200.0390948319.23东西0.00200.039081545.90南北0.00200.093256842.16东西0.00200.08560支2分支沟71853.74南北0.00200.109139.15南北0.00200.079548474.61南北0.00200.151544328.45南北0.00200.057874546.92东西0.00200.0953合计22534序号排水沟名称长度流量（m³/s）QnimbhWvRX1西支排56702.94192.94190.02750.000345.500.530.727.612长东支排58290.91350.91350.02750.00030.792.200.420.494.4535750.15430.15430.02750.000510.80.400.480.320.254二支1分支沟0.19170.19170.02750.000510.80.450.560.340.272.0750.17710.17710.02750.000710.60.450.470.370.2560.11210.11210.02750.000710.70.330.340.330.2179690.07160.07160.02750.000510.60.300.270.370.1985050.03900.03900.02750.000310.650.250.230.370.1794830.03900.03900.02750.000310.650.250.230.370.178150.09320.09320.02750.0002110.350.470.300.245680.08560.08560.02750.000310.80.350.400.310.220支2分支沟7180.10910.10910.02750.000310.80.400.480.330.25序号排水沟名称长度流量（m³/s）QnimbhWvRX0.07950.07950.02750.0003110.300.390.300.214840.15150.15150.02750.000510.70.420.470.320.254430.05780.05780.02750.000310.70.300.300.390.197450.09530.09530.02750.000510.60.350.330.310.21合计22534序号排水沟名称长度（m）底宽（m）水深（m）挖方合计（m³)填方合计（m³)弃土合计（m³)1西支排5670423062.16.1230562长东支排58290.7912741.2012741.235750.80.40172.50172.54二支1分支沟0.80.45623.20623.250.60.45944.12.6941.560.70.33803.650.4803.2579690.60.30561.90561.985050.650.25285.30285.394830.650.25269.80269.881510.35672.80672.85680.80.35371.40371.40支2分支沟7180.80.40586058610.301219.301219.34840.70.42344.560344.564430.70.30320.70320.77450.60.354700470合计2253443448.5143439.41项目总合桥mmm支渠分水闸斗门退水闸座座门37222372序号单位数量1内摩擦角度水上水下2粘结力KPa水上水下3湿容重kN/m³4饱和容重20.55浮容重高程高程1—2———3 4——5 6———7———8———9————————— — ————————————程程1—2—3 4—5———6—7—8 9——————————— ——————————序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸1DH0-49原有沟道0+2841进地涵2DH0-50原有沟道0+1771进地涵3DH0-51原有沟道0+0671进地涵4DH0-56原有沟道0+4521进地涵5DH0-57原有沟道0+5771进地涵6DH0-58原有沟道0+2811进地涵7DH0-59原有沟道0+1771进地涵8DH0-60原有沟道0+0791进地涵9DH4-1原有沟道0+1181进地涵DH4-2原有沟道0+3091进地涵DH4-3原有沟道0+4731进地涵DH4-16原有沟道0+0331进地涵DH4-17原有沟道0+1661进地涵DH4-18原有沟道0+0331进地涵DH4-19原有沟道0+1661进地涵DH4-42原有沟道0+6901进地涵DH4-43原有沟道0+5381进地涵DH4-44原有沟道0+4151进地涵DH4-45原有沟道0+0891进地涵DH4-46原有沟道0+0371进地涵DH4-47原有沟道0+1371进地涵DH4-48原有沟道0+2391进地涵DH4-49原有沟道0+3381进地涵DH4-50原有沟道0+4361进地涵DH4-51原有沟道0+5391进地涵DH4-52原有沟道0+6361进地涵DH4-53原有沟道0+7381进地涵DH4-54原有沟道0+8371进地涵DH4-55原有沟道0+9381进地涵DH4-56原有沟道1+0381进地涵DH4-57原有沟道1+1401进地涵DH4-58原有沟道1+2401进地涵DH4-64原有沟道0+5241进地涵DH4-65原有沟道0+6331进地涵DH4-66原有沟道0+7351进地涵DH4-67原有沟道0+8341进地涵DH4-68原有沟道0+9351进地涵DH4-69原有沟道1+0351进地涵DH4-70原有沟道1+1371进地涵40DH4-71原有沟道1+2371进地涵41DH4-86原有沟道0+0831进地涵42DH4-87原有沟道0+1871进地涵序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸43DH4-88原有沟道0+2851进地涵44DH4-89原有沟道0+3861进地涵45DH4-90原有沟道0+4621进地涵46DH4-91原有沟道0+7461进地涵47DH4-92原有沟道0+8451进地涵48DH4-93原有沟道0+9461进地涵49DH4-94原有沟道0+6701进地涵DH4-95原有沟道0+7421进地涵DH4-96原有沟道0+8421进地涵DH4-97原有沟道0+9431进地涵DH4-98原有沟道1+6591进地涵DH4-99原有沟道1+5601进地涵DH4-100原有沟道1+4611进地涵DH4-101原有沟道1+3621进地涵DH4-102原有沟道1+2601进地涵DH4-103原有沟道1+1601进地涵DH4-104原有沟道1+0591进地涵60DH4-105原有沟道0+9601进地涵61DH4-106原有沟道0+8601进地涵62DH4-107原有沟道0+7631进地涵63DH4-108原有沟道0+0601进地涵64DH4-109原有沟道0+5621进地涵65DH4-110原有沟道0+4621进地涵66DH4-111原有沟道0+3601进地涵67DH4-112原有沟道0+2601进地涵68DH4-113原有沟道0+1621进地涵69DH4-114原有沟道0+0611进地涵DH4-132原有沟道0+2731进地涵DH4-133原有沟道0+1771进地涵DH4-134原有沟道0+1761进地涵DH5-1原有沟道0+6581进地涵DH5-2原有沟道0+5091进地涵DH5-3原有沟道0+3761进地涵DH5-4原有沟道0+2691进地涵DH5-5原有沟道0+1551进地涵DH5-8原有沟道0+3871进地涵DH5-9原有沟道0+2621进地涵80DH5-10原有沟道0+1571进地涵81DH5-11原有沟道0+9781进地涵82DH5-12原有沟道0+8781进地涵83DH5-13原有沟道0+7771进地涵84DH5-14原有沟道0+6771进地涵85DH5-15原有沟道0+5181进地涵86DH5-16原有沟道0+4191进地涵序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸87DH5-17原有沟道0+3191进地涵88DH5-18原有沟道0+2181进地涵89DH5-19原有沟道0+1201进地涵90DH5-50原有沟道0+4671进地涵91DH5-51原有沟道0+3041进地涵92DH5-52原有沟道0+1471进地涵93DH5-53原有沟道0+4651进地涵94DH5-54原有沟道0+3041进地涵95DH5-55原有沟道0+1471进地涵96DH6-1原有沟道0+4271进地涵97DH6-2原有沟道0+3221进地涵98DH6-3原有沟道0+2181进地涵99DH6-4原有沟道0+1201进地涵DH6-9原有沟道0+8341进地涵DH6-10原有沟道0+7361进地涵DH6-11原有沟道0+6361进地涵DH6-12原有沟道0+5091进地涵DH6-13原有沟道0+3481进地涵DH6-14原有沟道0+2381进地涵DH6-15原有沟道0+1341进地涵DH6-16原有沟道0+1981进地涵DH6-17原有沟道0+0821进地涵序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸1DH0-10+7491进地涵Φ80圆涵,L=6m2DH0-20+6751进地涵Φ80圆涵,L=6m3DH0-30+0931进地涵Φ80圆涵,L=6m4DH0-40+1951进地涵Φ80圆涵,L=6m5DH0-50+2641进地涵Φ80圆涵,L=6m6DH0-60+3821进地涵Φ80圆涵,L=6m7DH0-70+4991进地涵Φ80圆涵,L=6m8DH0-80+0761进地涵Φ80圆涵,L=6m9DH0-90+1981进地涵Φ80圆涵,L=6mDH0-100+2661进地涵Φ80圆涵,L=6mDH0-110+3871进地涵Φ80圆涵,L=6mDH0-120+5021进地涵Φ80圆涵,L=6mDH0-130+1171进地涵Φ80圆涵,L=6mDH0-140+2201进地涵Φ80圆涵,L=6mDH0-150+4401进地涵Φ80圆涵,L=6mDH0-160+3451进地涵Φ80圆涵,L=6mDH0-170+2041进地涵Φ80圆涵,L=6mDH0-180+1291进地涵Φ80圆涵,L=6mDH0-190+0451进地涵Φ80圆涵,L=6mDH0-200+0621进地涵Φ80圆涵,L=6mDH0-210+2991进地涵Φ80圆涵,L=6mDH0-220+3001进地涵Φ80圆涵,L=6mDH0-230+3701进地涵Φ80圆涵,L=6mDH0-240+4591进地涵Φ80圆涵,L=6mDH0-250+3881进地涵Φ80圆涵,L=6mDH0-260+5071进地涵Φ80圆涵,L=6mDH0-270+0471进地涵Φ80圆涵,L=6mDH0-280+1351进地涵Φ80圆涵,L=6mDH0-290+1981进地涵Φ80圆涵,L=6mDH0-300+2931进地涵Φ80圆涵,L=6mDH0-310+3541进地涵Φ80圆涵,L=6mDH0-320+4211进地涵Φ80圆涵,L=6mDH0-330+5021进地涵Φ80圆涵,L=6mDH0-340+4051进地涵Φ80圆涵,L=6mDH0-350+2711进地涵Φ80圆涵,L=6mDH0-360+0271进地涵Φ80圆涵,L=6mDH0-370+1151进地涵Φ80圆涵,L=6mDH0-380+1871进地涵Φ80圆涵,L=6mDH0-390+2741进地涵Φ80圆涵,L=6m40DH0-400+3341进地涵Φ80圆涵,L=6m41DH0-410+4001进地涵Φ80圆涵,L=6m42DH0-420+5131进地涵Φ80圆涵,L=6m43DH0-430+8151进地涵Φ80圆涵,L=6m44DH0-440+4071进地涵Φ80圆涵,L=6m序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸45DH0-451+0191进地涵Φ80圆涵,L=6m46DH0-460+4331进地涵Φ80圆涵,L=6m47DH0-470+6271进地涵Φ80圆涵,L=6m48DH0-480+7071进地涵Φ80圆涵,L=6m49DH0-521+0361进地涵Φ80圆涵,L=6mDH0-530+9151进地涵Φ80圆涵,L=6mDH0-540+7231进地涵Φ80圆涵,L=6mDH0-550+5961进地涵Φ80圆涵,L=6mDH0-610+3081进地涵Φ80圆涵,L=6mDH0-620+2081进地涵Φ80圆涵,L=6mDH0-630+0871进地涵Φ80圆涵,L=6mDH0-640+4571进地涵Φ80圆涵,L=6mDH0-650+5751进地涵Φ80圆涵,L=6mDH0-660+6821进地涵Φ80圆涵,L=6mDH2-10+1951进地涵Φ80圆涵,L=6m60DH2-20+5731进地涵Φ80圆涵,L=6m61DH2-3二支1分支沟0+6161进地涵Φ80圆涵,L=6m62DH2-4二支1分支沟0+4641进地涵Φ80圆涵,L=6m63DH2-5二支1分支沟0+3261进地涵Φ80圆涵,L=6m64DH2-6二支1分支沟0+1651进地涵Φ80圆涵,L=6m65DH3-10+4891进地涵Φ80圆涵,L=6m66DH3-20+3611进地涵Φ80圆涵,L=6m67DH3-30+3001进地涵Φ80圆涵,L=6m68DH3-40+1571进地涵Φ80圆涵,L=6m69DH3-50+0401进地涵Φ80圆涵,L=6mDH3-60+9341进地涵Φ80圆涵,L=6mDH4-40+1121进地涵Φ80圆涵,L=6mDH4-50+2681进地涵Φ80圆涵,L=6mDH4-60+4301进地涵Φ80圆涵,L=6mDH4-70+5871进地涵Φ80圆涵,L=6mDH4-80+7451进地涵Φ80圆涵,L=6mDH4-90+9051进地涵Φ80圆涵,L=6mDH4-101+0151进地涵Φ80圆涵,L=6mDH4-110+0941进地涵Φ80圆涵,L=6mDH4-120+1661进地涵Φ80圆涵,L=6m80DH4-130+2471进地涵Φ80圆涵,L=6m81DH4-140+3421进地涵Φ80圆涵,L=6m82DH4-150+4581进地涵Φ80圆涵,L=6m83DH4-200+6521进地涵Φ80圆涵,L=6m84DH4-210+7731进地涵Φ80圆涵,L=6m85DH4-220+8991进地涵Φ80圆涵,L=6m86DH4-231+0421进地涵Φ80圆涵,L=6m87DH4-240+0511进地涵Φ80圆涵,L=6m88DH4-250+1491进地涵Φ80圆涵,L=6m89DH4-260+2511进地涵Φ80圆涵,L=6m90DH4-270+5241进地涵Φ80圆涵,L=6m序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸91DH4-280+6501进地涵Φ80圆涵,L=6m92DH4-290+7511进地涵Φ80圆涵,L=6m93DH4-300+8591进地涵Φ80圆涵,L=6m94DH4-310+9511进地涵Φ80圆涵,L=6m95DH4-321+0501进地涵Φ80圆涵,L=6m96DH4-331+1511进地涵Φ80圆涵,L=6m97DH4-341+2501进地涵Φ80圆涵,L=6m98DH4-350+0501进地涵Φ80圆涵,L=6m99DH4-360+1861进地涵Φ80圆涵,L=6mDH4-370+3221进地涵Φ80圆涵,L=6mDH4-380+4361进地涵Φ80圆涵,L=6mDH4-390+6071进地涵Φ80圆涵,L=6mDH4-400+7001进地涵Φ80圆涵,L=6mDH4-410+7911进地涵Φ80圆涵,L=6mDH4-590+0321进地涵Φ80圆涵,L=6mDH4-600+1331进地涵Φ80圆涵,L=6mDH4-610+2301进地涵Φ80圆涵,L=6mDH4-620+3331进地涵Φ80圆涵,L=6mDH4-630+4331进地涵Φ80圆涵,L=6mDH4-720+5821进地涵Φ80圆涵,L=6mDH4-730+6811进地涵Φ80圆涵,L=6mDH4-740+7801进地涵Φ80圆涵,L=6mDH4-750+8811进地涵Φ80圆涵,L=6mDH4-760+9831进地涵Φ80圆涵,L=6mDH4-771+0831进地涵Φ80圆涵,L=6mDH4-781+1811进地涵Φ80圆涵,L=6mDH4-791+2791进地涵Φ80圆涵,L=6mDH4-801+3801进地涵Φ80圆涵,L=6mDH4-811+4791进地涵Φ80圆涵,L=6mDH4-821+5841进地涵Φ80圆涵,L=6mDH4-831+6851进地涵Φ80圆涵,L=6mDH4-841+7831进地涵Φ80圆涵,L=6mDH4-851+8831进地涵Φ80圆涵,L=6mDH4-1152+0891进地涵Φ80圆涵,L=6mDH4-1162+1811进地涵Φ80圆涵,L=6mDH4-1172+2791进地涵Φ80圆涵,L=6mDH4-1182+3801进地涵Φ80圆涵,L=6mDH4-1192+4821进地涵Φ80圆涵,L=6mDH4-1202+5831进地涵Φ80圆涵,L=6mDH4-1212+6791进地涵Φ80圆涵,L=6mDH4-1222+7791进地涵Φ80圆涵,L=6mDH4-1232+8811进地涵Φ80圆涵,L=6mDH4-1242+9811进地涵Φ80圆涵,L=6mDH4-1253+0811进地涵Φ80圆涵,L=6mDH4-1263+1811进地涵Φ80圆涵,L=6mDH4-1273+2821进地涵Φ80圆涵,L=6m序号涵名称沟（渠）名称所在沟（渠）桩号数量作用规格、尺寸DH4-1283+3811进地涵Φ80圆涵,L=6mDH4-1293+4801进地涵Φ80圆涵,L=6mDH4-1303+5791进地涵Φ80圆涵,L=6mDH4-1313+6791进地涵Φ80圆涵,L=6mDH5-60+5051进地涵Φ80圆涵,L=6mDH5-70+6501进地涵Φ80圆涵,L=6mDH5-200+0511进地涵Φ80圆涵,L=6mDH5-210+1501进地涵Φ80圆涵,L=6mDH5-220+2511进地涵Φ80圆涵,L=6mDH5-230+3511进地涵Φ80圆涵,L=6mDH5-240+5101进地涵Φ80圆涵,L=6mDH5-250+6121进地涵Φ80圆涵,L=6mDH5-260+7151进地涵Φ80圆涵,L=6mDH5-270+8101进地涵Φ80圆涵,L=6mDH5-280+9121进地涵Φ80圆涵,L=6mDH5-290+0471进地涵Φ80圆涵,L=6mDH5-300+1471进地涵Φ80圆涵,L=6mDH5-310+2501进地涵Φ80圆涵,L=6mDH5-320+3461进地涵Φ80圆涵,L=6mDH5-330+4501进地涵Φ80圆涵,L=6mDH5-340+5521进地涵Φ80圆涵,L=6mDH5-350+6461进地涵Φ80圆涵,L=6mDH5-360+7471进地涵Φ80圆涵,L=6mDH5-370+8481进地涵Φ80圆涵,L=6mDH5-380+9471进地涵Φ80圆涵,L=6mDH5-391+0501进地涵Φ80圆涵,L=6mDH5-400+0491进地涵Φ80圆涵,L=6mDH5-410+1481进地涵Φ80圆涵,L=6mDH5-420+2481进地涵Φ80圆涵,L=6mDH5-430+3481进地涵Φ80圆涵,L=6mDH5-440+6021进地涵Φ80圆涵,L=6mDH5-450+7061进地涵Φ80圆涵,L=6mDH5-460+8021进地涵Φ80圆涵,L=6mDH5-470+9031进地涵Φ80圆涵,L=6mDH5-481+0041进地涵Φ80圆涵,L=6mDH5-491+0971进地涵Φ80圆涵,L=6mDH6-5长东三支渠0+1101进地涵Φ80圆涵,L=6mDH6-6长东三支渠0+2081进地涵Φ80圆涵,L=6mDH6-7长东三支渠0+3101进地涵Φ80圆涵,L=6mDH6-8长东三支渠0+4111进地涵Φ80圆涵,L=6mDH6-180+0761进地涵Φ80圆涵,L