黑龍江土地整治項(xiàng)目設(shè)計(jì)報(bào)告含施組 預(yù)算

項(xiàng)目區(qū)內(nèi)需要要清淤支溝溝2條，長度度為11.4499kmm，斗溝14條，11.0035kmm。按照設(shè)設(shè)計(jì)斷面與與現(xiàn)狀斷面面進(jìn)行差值值比較，采采用平均斷斷面法進(jìn)行行工程量計(jì)計(jì)算。支渠渠與斗渠清清淤總量為為434448.5mm3，外運(yùn)棄棄土434339.411m3。由于溝溝道的清淤淤土為淤泥泥類土，不不適宜渠道道渠堤砌筑筑，所以將將多余棄土土外運(yùn)到村村屯周圍的的原有取土土坑內(nèi)，運(yùn)運(yùn)距為0.5--1km。表7-11排水溝道道清淤工程程量序號排水溝名稱長度（m）底寬（m）水深（m）挖方合計(jì)（mm3）填方合計(jì)（mm3）棄土合計(jì)（mm3）1西支排567041.0023062..16.1230562長東支排58291.60.7912741..2012741..23二支1斗溝5750.80.40172.50172.54二支1分支溝溝10630.80.45623.20623.250支1斗溝13950.60.45944.12.6941.560支2斗溝11660.70.33803.6550.4803.25570支3斗溝9690.60.30561.90561.980支1分支11斗溝5050.650.25285.30285.390支1分支22斗溝4830.650.25269.80269.8100支1分支溝溝81510.35672.80672.8110支5斗溝5680.80.35371.40371.4120支2分支溝溝7180.80.405860586130支7斗溝110610.301219.3301219.3314長東1支4斗斗溝4840.70.42344.5660344.56615長東1支5斗斗溝4430.70.30320.70320.716長東1支6斗斗溝7450.60.354700470合計(jì)2253443448..5143439..41

7.3.4建筑物7.2.4..1建筑物設(shè)設(shè)計(jì)基本情情況a）建筑物設(shè)設(shè)計(jì)標(biāo)準(zhǔn)建筑物設(shè)計(jì)標(biāo)標(biāo)準(zhǔn)：按《灌灌溉與排水水工程設(shè)計(jì)計(jì)規(guī)范》（GB500288--20088）和《灌灌溉與排水水渠系建筑筑物設(shè)計(jì)規(guī)規(guī)范》（SL4882-20011）、《XXX省土地開開發(fā)整理工工程建設(shè)標(biāo)標(biāo)準(zhǔn)》(20112-022-01施行)，排水溝溝上的過路路涵及下地地涵建筑物物，按10年一遇排排水設(shè)計(jì)。斗斗農(nóng)門按設(shè)設(shè)計(jì)流量設(shè)設(shè)計(jì)、加大大流量校核核，建筑物物等級均為為Ⅴ等5級。b）建筑物數(shù)數(shù)量XX灌區(qū)1期期項(xiàng)目區(qū)建建筑物工程程共1404座，主主要設(shè)備：：PZ整體式鑄鑄鐵閘門共共969扇。詳見見表建筑物物數(shù)量統(tǒng)計(jì)計(jì)表7-112。表7-12建筑物數(shù)數(shù)量統(tǒng)計(jì)表表項(xiàng)目總合計(jì)（座）下地涵（座）過路涵（座）分水門（座）渡槽橋設(shè)備（扇）D=60cmD=80cm3*21*1D=80cmD=60cmL=6mL=6mL=8mL=8mL=8mL=6mL=6m支渠分水閘斗門農(nóng)門退水閘座座鑄鐵閘門合計(jì)14041081883330351720379293022969排水10818833303517202用水37929302969c）項(xiàng)目區(qū)地地質(zhì)概況1）區(qū)域地質(zhì)質(zhì)概況XX灌區(qū)XXX縣XX鎮(zhèn)、XX鄉(xiāng)XX村等7個(gè)村土地地整治項(xiàng)目目區(qū)位于XXX山前沖洪洪積扇形XXX低平原原，XX支流XX河漫灘灘地，第四四紀(jì)全新統(tǒng)統(tǒng)河流沖積積層。第四四紀(jì)以來堆堆積了較厚厚的上更新新統(tǒng)沖積、洪洪積砂、砂砂粒、卵石石層，為第四系系孔隙潛水水的賦存創(chuàng)創(chuàng)造了良好的空空間，使得得地下水埋埋藏淺、含含水層厚。項(xiàng)目區(qū)地貌簡簡單，無不不良地質(zhì)現(xiàn)現(xiàn)象。項(xiàng)目目區(qū)普遍分分布有低液液限、高液液限粘土，覆覆蓋層厚在在0.5～1.7m；其下為為黃色含細(xì)細(xì)粒土砂，分分布不連續(xù)續(xù)，級配良良好；再往往下為級配配良好和級級配不良的的細(xì)礫、粗粗砂等。XX縣標(biāo)準(zhǔn)凍凍深2.3m，地下水水埋深在地地面下3m左右。建建筑物基礎(chǔ)礎(chǔ)坐落在砂砂土層之中中。項(xiàng)目區(qū)建筑物物分布在河河漫灘地：：相對高差差較小，組組成巖性多多為第四系系松散沉積積亞粘土及及砂礫石等等。上部為為亞粘土，下下部為砂礫礫石或中粗粗砂層。地地貌呈自西西北向東南南微傾的趨趨勢。本區(qū)地震動峰峰值加速度度為0.005g，地地震反應(yīng)譜譜特征周期期為0.355s，相對應(yīng)應(yīng)的地震基基本烈度為為Ⅵ度。本區(qū)區(qū)地殼總體體穩(wěn)定。2)建筑物物工程地質(zhì)質(zhì)條件建筑物地基主主要巖性為為低液限粘粘土、低液液限粉土和和級配良好好粗砂、沙沙礫等。砂砂土層為基基礎(chǔ)持力層層，抗滑穩(wěn)穩(wěn)定條件較較好?；靥钔林饕αW(xué)指標(biāo)回填土土質(zhì)為為亞粘土?；鼗靥钔亮W(xué)學(xué)主要力指指標(biāo)采用值值詳見表77-13。表7-13回填填土物理力力學(xué)指標(biāo)表表序號項(xiàng)目單位數(shù)量備注1內(nèi)摩擦角度20水上18水下2粘結(jié)力KPa12水上10水下3濕容重kN/m3194飽和容重″20.55浮容重″10.5d）建筑物基基礎(chǔ)的防凍凍處理區(qū)內(nèi)下地涵等等小型建筑筑物，由于于基礎(chǔ)坐落落在砂土層層內(nèi)，采用用淺基防凍凍技術(shù)，為為防止砂礫礫土內(nèi)粘土土的含量超超過6%后具有凍凍脹性，基基礎(chǔ)底板下下設(shè)水撼砂砂。7.2.4..2圓涵設(shè)計(jì)計(jì)a）圓涵選型型及結(jié)構(gòu)布布置圓涵為下地涵涵和部分過過路涵。按按排水溝設(shè)設(shè)計(jì)流量及及水深選型型：Q=0..3m3/s以下的，設(shè)設(shè)管徑D=600cm、管長6.0m；Q=0..3m3/s以上的，設(shè)設(shè)管徑D=800cm，管長6.0m。圓涵工程設(shè)砼砼底座，管管縫間設(shè)瀝瀝青麻絲或或密封膠麻麻絲填塞，水水泥砂漿包包縫；涵洞洞上下游水水頭差較小小，小于00.05mm，水平滲滲徑大于66.0m，滲滲徑滿足要要求?；A(chǔ)采用保溫溫板防凍，板板厚15cm滿足防凍凍要求，換換基寬度范范圍大于涵涵洞底座寬寬度各0.5m。進(jìn)出口口設(shè)連底八八字墻，與與上下游溝溝道底寬銜銜接；由于于洞內(nèi)流速速大于溝道道流速，上上下游溝道道進(jìn)行砼板板襯砌，板板厚0.11m，砂墊墊層0.11m，下設(shè)設(shè)土工布，長長度分別為為10.00m。兩端分分別設(shè)齒末末端防沖。b）圓涵水力力要素詳見過路圓涵涵及進(jìn)地圓圓涵基本資資料表7--14～7-17。表7-14Φ60圓涵,L=66m過路圓涵涵水力要素素表序號過路涵名稱所過道路位置樁號所過溝道位置樁號渠底高程路面高程（m）溝底高程（m）1過路涵0-88生產(chǎn)路0-440+3220支1分支44斗渠0+268180.266180.866—2渠下涵0-99——0支1分支11斗溝0+266180.266—180.83過路涵0-111生產(chǎn)路0-550+3940支5斗溝0+350—179.899180.2334過路涵0-113原有道路0+2960支5斗溝0+000——179.7555過路涵0-223生產(chǎn)路0-110+709——179.577179.977—6過路涵0-224生產(chǎn)路0-110+809——179.477179.877—7過路涵0-225生產(chǎn)路0-110+908——179.4179.8—8過路涵0-226生產(chǎn)路0-111+009——179.422179.822—9過路涵0-227生產(chǎn)路0-111+108——181.5181.9—10過路涵0-228生產(chǎn)路0-111+194——179.566179.966—11過路涵0-229生產(chǎn)路0-111+286——179.7180.1—12過路涵0-330生產(chǎn)路0-111+386——179.7180.1—13過路涵4-11生產(chǎn)路4-550+0044支4斗0+004174.199174.622—14過路涵4-22生產(chǎn)路4-550+2154支4斗0+215173.877174.277—15過路涵4-33生產(chǎn)路4-550+4104支4斗0+410173.822174.577—16過路涵4-44——4支4斗0+520173.766174.5—17過路涵4-55生產(chǎn)路4-550+6064支4斗0+606173.644174.455—18過路涵4-66生產(chǎn)路4-550+8064支4斗0+806173.533174.4—19過路涵4-88——4支11斗0+538172.211172.433—20過路涵4-99——4支12斗0+554171.944172.344—

表7-15Φ80圓涵,L=66m過路圓涵涵水力要素素表序號過路涵名稱所過道路位置樁號所過溝道位置樁號渠底高程路面高程溝底高程（m）（m）（m）1過路涵0-22生產(chǎn)路0-220+2660支2斗溝0+831—181.266180.4662過路涵0-66生產(chǎn)路0-330+3750支3斗溝0+681—180.833179.9333過路涵0-77生產(chǎn)路0-330+5180支3斗溝0+309—181.766180.6444過路涵0-110生產(chǎn)路0-330+2570支1分支22斗溝0+223—180.333179.85渠下涵0-112——0支5斗溝0+350—180.255179.4556過路涵0-114生產(chǎn)路0-550+0040支2分支溝溝0+287—179.833179.3337過路涵0-118生產(chǎn)路0-661+0760支7斗溝0+400—179.866179.2228過路涵0-222生產(chǎn)路0-110+609———180.433179.7229過路涵2-11——2支1斗0+135—179.366178.56610過路涵2-22——2支1斗0+136178.666179.366—11過路涵2-33——2支1斗溝0+060178.588178.788177.98812過路涵3-22——3支2斗0+395176.4176.5—13過路涵3-55——3支2斗0+587176.388177.033—14過路涵3-88——3支2斗0+722176.388177.033—15過路涵4-112——4支13斗0+520171.455172—16過路涵4-113——4支11斗1+993171.5171.9—17過路涵5-11生產(chǎn)路5-110+0115支1斗0+450173.888174.1—

表7-16Φ60圓涵,L=66m進(jìn)地圓涵涵水力要素素表序號涵名稱溝（渠）名稱稱所在溝（渠）樁樁號數(shù)量作用規(guī)格、尺寸1DH0-499原有溝道0+2841進(jìn)地涵Φ60圓涵,,L=6mm2DH0-500原有溝道0+1771進(jìn)地涵Φ60圓涵,,L=6mm3DH0-511原有溝道0+0671進(jìn)地涵Φ60圓涵,,L=6mm4DH0-566原有溝道0+4521進(jìn)地涵Φ60圓涵,,L=6mm5DH0-577原有溝道0+5771進(jìn)地涵Φ60圓涵,,L=6mm6DH0-588原有溝道0+2811進(jìn)地涵Φ60圓涵,,L=6mm7DH0-599原有溝道0+1771進(jìn)地涵Φ60圓涵,,L=6mm8DH0-600原有溝道0+0791進(jìn)地涵Φ60圓涵,,L=6mm9DH4-1原有溝道0+1181進(jìn)地涵Φ60圓涵,,L=6mm10DH4-2原有溝道0+3091進(jìn)地涵Φ60圓涵,,L=6mm11DH4-3原有溝道0+4731進(jìn)地涵Φ60圓涵,,L=6mm12DH4-166原有溝道0+0331進(jìn)地涵Φ60圓涵,,L=6mm13DH4-177原有溝道0+1661進(jìn)地涵Φ60圓涵,,L=6mm14DH4-188原有溝道0+0331進(jìn)地涵Φ60圓涵,,L=6mm15DH4-199原有溝道0+1661進(jìn)地涵Φ60圓涵,,L=6mm16DH4-422原有溝道0+6901進(jìn)地涵Φ60圓涵,,L=6mm17DH4-433原有溝道0+5381進(jìn)地涵Φ60圓涵,,L=6mm18DH4-444原有溝道0+4151進(jìn)地涵Φ60圓涵,,L=6mm19DH4-455原有溝道0+0891進(jìn)地涵Φ60圓涵,,L=6mm20DH4-466原有溝道0+0371進(jìn)地涵Φ60圓涵,,L=6mm21DH4-477原有溝道0+1371進(jìn)地涵Φ60圓涵,,L=6mm22DH4-488原有溝道0+2391進(jìn)地涵Φ60圓涵,,L=6mm23DH4-499原有溝道0+3381進(jìn)地涵Φ60圓涵,,L=6mm24DH4-500原有溝道0+4361進(jìn)地涵Φ60圓涵,,L=6mm25DH4-511原有溝道0+5391進(jìn)地涵Φ60圓涵,,L=6mm26DH4-522原有溝道0+6361進(jìn)地涵Φ60圓涵,,L=6mm27DH4-533原有溝道0+7381進(jìn)地涵Φ60圓涵,,L=6mm28DH4-544原有溝道0+8371進(jìn)地涵Φ60圓涵,,L=6mm29DH4-555原有溝道0+9381進(jìn)地涵Φ60圓涵,,L=6mm30DH4-566原有溝道1+0381進(jìn)地涵Φ60圓涵,,L=6mm31DH4-577原有溝道1+1401進(jìn)地涵Φ60圓涵,,L=6mm32DH4-588原有溝道1+2401進(jìn)地涵Φ60圓涵,,L=6mm33DH4-644原有溝道0+5241進(jìn)地涵Φ60圓涵,,L=6mm34DH4-655原有溝道0+6331進(jìn)地涵Φ60圓涵,,L=6mm35DH4-666原有溝道0+7351進(jìn)地涵Φ60圓涵,,L=6mm36DH4-677原有溝道0+8341進(jìn)地涵Φ60圓涵,,L=6mm37DH4-688原有溝道0+9351進(jìn)地涵Φ60圓涵,,L=6mm38DH4-699原有溝道1+0351進(jìn)地涵Φ60圓涵,,L=6mm39DH4-700原有溝道1+1371進(jìn)地涵Φ60圓涵,,L=6mm40DH4-711原有溝道1+2371進(jìn)地涵Φ60圓涵,,L=6mm41DH4-866原有溝道0+0831進(jìn)地涵Φ60圓涵,,L=6mm42DH4-877原有溝道0+1871進(jìn)地涵Φ60圓涵,,L=6mm43DH4-888原有溝道0+2851進(jìn)地涵Φ60圓涵,,L=6mm44DH4-899原有溝道0+3861進(jìn)地涵Φ60圓涵,,L=6mm45DH4-900原有溝道0+4621進(jìn)地涵Φ60圓涵,,L=6mm46DH4-911原有溝道0+7461進(jìn)地涵Φ60圓涵,,L=6mm47DH4-922原有溝道0+8451進(jìn)地涵Φ60圓涵,,L=6mm48DH4-933原有溝道0+9461進(jìn)地涵Φ60圓涵,,L=6mm49DH4-944原有溝道0+6701進(jìn)地涵Φ60圓涵,,L=6mm50DH4-955原有溝道0+7421進(jìn)地涵Φ60圓涵,,L=6mm51DH4-966原有溝道0+8421進(jìn)地涵Φ60圓涵,,L=6mm52DH4-977原有溝道0+9431進(jìn)地涵Φ60圓涵,,L=6mm53DH4-988原有溝道1+6591進(jìn)地涵Φ60圓涵,,L=6mm54DH4-999原有溝道1+5601進(jìn)地涵Φ60圓涵,,L=6mm55DH4-1000原有溝道1+4611進(jìn)地涵Φ60圓涵,,L=6mm56DH4-1001原有溝道1+3621進(jìn)地涵Φ60圓涵,,L=6mm57DH4-1002原有溝道1+2601進(jìn)地涵Φ60圓涵,,L=6mm58DH4-1003原有溝道1+1601進(jìn)地涵Φ60圓涵,,L=6mm59DH4-1004原有溝道1+0591進(jìn)地涵Φ60圓涵,,L=6mm60DH4-1005原有溝道0+9601進(jìn)地涵Φ60圓涵,,L=6mm61DH4-1006原有溝道0+8601進(jìn)地涵Φ60圓涵,,L=6mm62DH4-1007原有溝道0+7631進(jìn)地涵Φ60圓涵,,L=6mm63DH4-1008原有溝道0+0601進(jìn)地涵Φ60圓涵,,L=6mm64DH4-1009原有溝道0+5621進(jìn)地涵Φ60圓涵,,L=6mm65DH4-1110原有溝道0+4621進(jìn)地涵Φ60圓涵,,L=6mm66DH4-1111原有溝道0+3601進(jìn)地涵Φ60圓涵,,L=6mm67DH4-1112原有溝道0+2601進(jìn)地涵Φ60圓涵,,L=6mm68DH4-1113原有溝道0+1621進(jìn)地涵Φ60圓涵,,L=6mm69DH4-1114原有溝道0+0611進(jìn)地涵Φ60圓涵,,L=6mm70DH4-1332原有溝道0+2731進(jìn)地涵Φ60圓涵,,L=6mm71DH4-1333原有溝道0+1771進(jìn)地涵Φ60圓涵,,L=6mm72DH4-1334原有溝道0+1761進(jìn)地涵Φ60圓涵,,L=6mm73DH5-1原有溝道0+6581進(jìn)地涵Φ60圓涵,,L=6mm74DH5-2原有溝道0+5091進(jìn)地涵Φ60圓涵,,L=6mm75DH5-3原有溝道0+3761進(jìn)地涵Φ60圓涵,,L=6mm76DH5-4原有溝道0+2691進(jìn)地涵Φ60圓涵,,L=6mm77DH5-5原有溝道0+1551進(jìn)地涵Φ60圓涵,,L=6mm78DH5-8原有溝道0+3871進(jìn)地涵Φ60圓涵,,L=6mm79DH5-9原有溝道0+2621進(jìn)地涵Φ60圓涵,,L=6mm80DH5-100原有溝道0+1571進(jìn)地涵Φ60圓涵,,L=6mm81DH5-111原有溝道0+9781進(jìn)地涵Φ60圓涵,,L=6mm82DH5-122原有溝道0+8781進(jìn)地涵Φ60圓涵,,L=6mm83DH5-133原有溝道0+7771進(jìn)地涵Φ60圓涵,,L=6mm84DH5-144原有溝道0+6771進(jìn)地涵Φ60圓涵,,L=6mm85DH5-155原有溝道0+5181進(jìn)地涵Φ60圓涵,,L=6mm86DH5-166原有溝道0+4191進(jìn)地涵Φ60圓涵,,L=6mm87DH5-177原有溝道0+3191進(jìn)地涵Φ60圓涵,,L=6mm88DH5-188原有溝道0+2181進(jìn)地涵Φ60圓涵,,L=6mm89DH5-199原有溝道0+1201進(jìn)地涵Φ60圓涵,,L=6mm90DH5-500原有溝道0+4671進(jìn)地涵Φ60圓涵,,L=6mm91DH5-511原有溝道0+3041進(jìn)地涵Φ60圓涵,,L=6mm92DH5-522原有溝道0+1471進(jìn)地涵Φ60圓涵,,L=6mm93DH5-533原有溝道0+4651進(jìn)地涵Φ60圓涵,,L=6mm94DH5-544原有溝道0+3041進(jìn)地涵Φ60圓涵,,L=6mm95DH5-555原有溝道0+1471進(jìn)地涵Φ60圓涵,,L=6mm96DH6-1原有溝道0+4271進(jìn)地涵Φ60圓涵,,L=6mm97DH6-2原有溝道0+3221進(jìn)地涵Φ60圓涵,,L=6mm98DH6-3原有溝道0+2181進(jìn)地涵Φ60圓涵,,L=6mm99DH6-4原有溝道0+1201進(jìn)地涵Φ60圓涵,,L=6mm100DH6-9原有溝道0+8341進(jìn)地涵Φ60圓涵,,L=6mm101DH6-100原有溝道0+7361進(jìn)地涵Φ60圓涵,,L=6mm102DH6-111原有溝道0+6361進(jìn)地涵Φ60圓涵,,L=6mm103DH6-122原有溝道0+5091進(jìn)地涵Φ60圓涵,,L=6mm104DH6-133原有溝道0+3481進(jìn)地涵Φ60圓涵,,L=6mm105DH6-144原有溝道0+2381進(jìn)地涵Φ60圓涵,,L=6mm106DH6-155原有溝道0+1341進(jìn)地涵Φ60圓涵,,L=6mm107DH6-166原有溝道0+1981進(jìn)地涵Φ60圓涵,,L=6mm108DH6-177原有溝道0+0821進(jìn)地涵Φ60圓涵,,L=6mm

表7-17Φ80圓涵,L=66m進(jìn)地圓涵涵水力要素素表序號涵名稱溝（渠）名稱稱所在溝（渠）樁樁號數(shù)量作用規(guī)格、尺寸1DH0-10支2斗溝0+7491進(jìn)地涵Φ80圓涵,,L=6mm2DH0-20支2斗溝0+6751進(jìn)地涵Φ80圓涵,,L=6mm3DH0-30支3斗溝0+0931進(jìn)地涵Φ80圓涵,,L=6mm4DH0-40支3斗溝0+1951進(jìn)地涵Φ80圓涵,,L=6mm5DH0-50支3斗溝0+2641進(jìn)地涵Φ80圓涵,,L=6mm6DH0-60支3斗溝0+3821進(jìn)地涵Φ80圓涵,,L=6mm7DH0-70支3斗溝0+4991進(jìn)地涵Φ80圓涵,,L=6mm8DH0-80支1分支0+0761進(jìn)地涵Φ80圓涵,,L=6mm9DH0-90支1分支0+1981進(jìn)地涵Φ80圓涵,,L=6mm10DH0-1000支1分支0+2661進(jìn)地涵Φ80圓涵,,L=6mm11DH0-1110支1分支0+3871進(jìn)地涵Φ80圓涵,,L=6mm12DH0-1220支1分支0+5021進(jìn)地涵Φ80圓涵,,L=6mm13DH0-1330支1分支44斗0+1171進(jìn)地涵Φ80圓涵,,L=6mm14DH0-1440支1分支44斗0+2201進(jìn)地涵Φ80圓涵,,L=6mm15DH0-1550支1分支11斗溝0+4401進(jìn)地涵Φ80圓涵,,L=6mm16DH0-1660支1分支11斗溝0+3451進(jìn)地涵Φ80圓涵,,L=6mm17DH0-1770支1分支11斗溝0+2041進(jìn)地涵Φ80圓涵,,L=6mm18DH0-1880支1分支11斗溝0+1291進(jìn)地涵Φ80圓涵,,L=6mm19DH0-1990支1分支11斗溝0+0451進(jìn)地涵Φ80圓涵,,L=6mm20DH0-2000支1分支22斗0+0621進(jìn)地涵Φ80圓涵,,L=6mm21DH0-2110支1分支22斗0+2991進(jìn)地涵Φ80圓涵,,L=6mm22DH0-2220支1分支22斗0+3001進(jìn)地涵Φ80圓涵,,L=6mm23DH0-2330支1分支22斗0+3701進(jìn)地涵Φ80圓涵,,L=6mm24DH0-2440支1分支22斗0+4591進(jìn)地涵Φ80圓涵,,L=6mm25DH0-2550支1分支44斗0+3881進(jìn)地涵Φ80圓涵,,L=6mm26DH0-2660支1分支44斗0+5071進(jìn)地涵Φ80圓涵,,L=6mm27DH0-2770支1分支22斗溝0+0471進(jìn)地涵Φ80圓涵,,L=6mm28DH0-2880支1分支22斗溝0+1351進(jìn)地涵Φ80圓涵,,L=6mm29DH0-2990支1分支22斗溝0+1981進(jìn)地涵Φ80圓涵,,L=6mm30DH0-3000支1分支22斗溝0+2931進(jìn)地涵Φ80圓涵,,L=6mm31DH0-3110支1分支22斗溝0+3541進(jìn)地涵Φ80圓涵,,L=6mm32DH0-3220支1分支22斗溝0+4211進(jìn)地涵Φ80圓涵,,L=6mm33DH0-3330支5斗溝0+5021進(jìn)地涵Φ80圓涵,,L=6mm34DH0-3440支5斗溝0+4051進(jìn)地涵Φ80圓涵,,L=6mm35DH0-3550支5斗溝0+2711進(jìn)地涵Φ80圓涵,,L=6mm36DH0-3660支1分支33斗0+0271進(jìn)地涵Φ80圓涵,,L=6mm37DH0-3770支1分支33斗0+1151進(jìn)地涵Φ80圓涵,,L=6mm38DH0-3880支1分支33斗0+1871進(jìn)地涵Φ80圓涵,,L=6mm39DH0-3990支1分支33斗0+2741進(jìn)地涵Φ80圓涵,,L=6mm40DH0-4000支1分支33斗0+3341進(jìn)地涵Φ80圓涵,,L=6mm41DH0-4110支1分支33斗0+4001進(jìn)地涵Φ80圓涵,,L=6mm42DH0-4220支5斗0+5131進(jìn)地涵Φ80圓涵,,L=6mm43DH0-4330支5斗0+8151進(jìn)地涵Φ80圓涵,,L=6mm44DH0-4440支5斗0+4071進(jìn)地涵Φ80圓涵,,L=6mm45DH0-4550支5斗1+0191進(jìn)地涵Φ80圓涵,,L=6mm46DH0-4660支6斗0+4331進(jìn)地涵Φ80圓涵,,L=6mm47DH0-4770支6斗0+6271進(jìn)地涵Φ80圓涵,,L=6mm48DH0-4880支6斗0+7071進(jìn)地涵Φ80圓涵,,L=6mm49DH0-5220支7斗渠1+0361進(jìn)地涵Φ80圓涵,,L=6mm50DH0-5330支7斗渠0+9151進(jìn)地涵Φ80圓涵,,L=6mm51DH0-5440支7斗渠0+7231進(jìn)地涵Φ80圓涵,,L=6mm52DH0-5550支7斗渠0+5961進(jìn)地涵Φ80圓涵,,L=6mm53DH0-6110支7斗溝0+3081進(jìn)地涵Φ80圓涵,,L=6mm54DH0-6220支7斗溝0+2081進(jìn)地涵Φ80圓涵,,L=6mm55DH0-6330支7斗溝0+0871進(jìn)地涵Φ80圓涵,,L=6mm56DH0-6440支9斗渠0+4571進(jìn)地涵Φ80圓涵,,L=6mm57DH0-6550支9斗渠0+5751進(jìn)地涵Φ80圓涵,,L=6mm58DH0-6660支9斗渠0+6821進(jìn)地涵Φ80圓涵,,L=6mm59DH2-12支1斗溝0+1951進(jìn)地涵Φ80圓涵,,L=6mm60DH2-22支1斗渠0+5731進(jìn)地涵Φ80圓涵,,L=6mm61DH2-3二支1分支溝溝0+6161進(jìn)地涵Φ80圓涵,,L=6mm62DH2-4二支1分支溝溝0+4641進(jìn)地涵Φ80圓涵,,L=6mm63DH2-5二支1分支溝溝0+3261進(jìn)地涵Φ80圓涵,,L=6mm64DH2-6二支1分支溝溝0+1651進(jìn)地涵Φ80圓涵,,L=6mm65DH3-13支1斗溝0+4891進(jìn)地涵Φ80圓涵,,L=6mm66DH3-23支1斗溝0+3611進(jìn)地涵Φ80圓涵,,L=6mm67DH3-33支1斗溝0+3001進(jìn)地涵Φ80圓涵,,L=6mm68DH3-43支1斗溝0+1571進(jìn)地涵Φ80圓涵,,L=6mm69DH3-53支1斗溝0+0401進(jìn)地涵Φ80圓涵,,L=6mm70DH3-63支2斗渠0+9341進(jìn)地涵Φ80圓涵,,L=6mm71DH4-44支3斗渠0+1121進(jìn)地涵Φ80圓涵,,L=6mm72DH4-54支3斗渠0+2681進(jìn)地涵Φ80圓涵,,L=6mm73DH4-64支3斗渠0+4301進(jìn)地涵Φ80圓涵,,L=6mm74DH4-74支3斗渠0+5871進(jìn)地涵Φ80圓涵,,L=6mm75DH4-84支3斗渠0+7451進(jìn)地涵Φ80圓涵,,L=6mm76DH4-94支3斗渠0+9051進(jìn)地涵Φ80圓涵,,L=6mm77DH4-1004支3斗渠1+0151進(jìn)地涵Φ80圓涵,,L=6mm78DH4-1114支4斗渠0+0941進(jìn)地涵Φ80圓涵,,L=6mm79DH4-1224支4斗渠0+1661進(jìn)地涵Φ80圓涵,,L=6mm80DH4-1334支4斗渠0+2471進(jìn)地涵Φ80圓涵,,L=6mm81DH4-1444支4斗渠0+3421進(jìn)地涵Φ80圓涵,,L=6mm82DH4-1554支4斗渠0+4581進(jìn)地涵Φ80圓涵,,L=6mm83DH4-2004支4斗渠0+6521進(jìn)地涵Φ80圓涵,,L=6mm84DH4-2114支4斗渠0+7731進(jìn)地涵Φ80圓涵,,L=6mm85DH4-2224支4斗渠0+8991進(jìn)地涵Φ80圓涵,,L=6mm86DH4-2334支4斗渠1+0421進(jìn)地涵Φ80圓涵,,L=6mm87DH4-2444支6斗渠0+0511進(jìn)地涵Φ80圓涵,,L=6mm88DH4-2554支6斗渠0+1491進(jìn)地涵Φ80圓涵,,L=6mm89DH4-2664支6斗渠0+2511進(jìn)地涵Φ80圓涵,,L=6mm90DH4-2774支6斗渠0+5241進(jìn)地涵Φ80圓涵,,L=6mm91DH4-2884支6斗渠0+6501進(jìn)地涵Φ80圓涵,,L=6mm92DH4-2994支6斗渠0+7511進(jìn)地涵Φ80圓涵,,L=6mm93DH4-3004支6斗渠0+8591進(jìn)地涵Φ80圓涵,,L=6mm94DH4-3114支6斗渠0+9511進(jìn)地涵Φ80圓涵,,L=6mm95DH4-3224支6斗渠1+0501進(jìn)地涵Φ80圓涵,,L=6mm96DH4-3334支6斗渠1+1511進(jìn)地涵Φ80圓涵,,L=6mm97DH4-3444支6斗渠1+2501進(jìn)地涵Φ80圓涵,,L=6mm98DH4-3554支8斗渠0+0501進(jìn)地涵Φ80圓涵,,L=6mm99DH4-3664支8斗渠0+1861進(jìn)地涵Φ80圓涵,,L=6mm100DH4-3774支8斗渠0+3221進(jìn)地涵Φ80圓涵,,L=6mm101DH4-3884支8斗渠0+4361進(jìn)地涵Φ80圓涵,,L=6mm102DH4-3994支8斗渠0+6071進(jìn)地涵Φ80圓涵,,L=6mm103DH4-4004支8斗渠0+7001進(jìn)地涵Φ80圓涵,,L=6mm104DH4-4114支8斗渠0+7911進(jìn)地涵Φ80圓涵,,L=6mm105DH4-5994支9斗渠0+0321進(jìn)地涵Φ80圓涵,,L=6mm106DH4-6004支10斗渠渠0+1331進(jìn)地涵Φ80圓涵,,L=6mm107DH4-6114支11斗渠渠0+2301進(jìn)地涵Φ80圓涵,,L=6mm108DH4-6224支12斗渠渠0+3331進(jìn)地涵Φ80圓涵,,L=6mm109DH4-6334支13斗渠渠0+4331進(jìn)地涵Φ80圓涵,,L=6mm110DH4-7224支10斗渠渠0+5821進(jìn)地涵Φ80圓涵,,L=6mm111DH4-7334支10斗渠渠0+6811進(jìn)地涵Φ80圓涵,,L=6mm112DH4-7444支10斗渠渠0+7801進(jìn)地涵Φ80圓涵,,L=6mm113DH4-7554支10斗渠渠0+8811進(jìn)地涵Φ80圓涵,,L=6mm114DH4-7664支10斗渠渠0+9831進(jìn)地涵Φ80圓涵,,L=6mm115DH4-7774支10斗渠渠1+0831進(jìn)地涵Φ80圓涵,,L=6mm116DH4-7884支10斗渠渠1+1811進(jìn)地涵Φ80圓涵,,L=6mm117DH4-7994支10斗渠渠1+2791進(jìn)地涵Φ80圓涵,,L=6mm118DH4-8004支10斗渠渠1+3801進(jìn)地涵Φ80圓涵,,L=6mm119DH4-8114支10斗渠渠1+4791進(jìn)地涵Φ80圓涵,,L=6mm120DH4-8224支10斗渠渠1+5841進(jìn)地涵Φ80圓涵,,L=6mm121DH4-8334支10斗渠渠1+6851進(jìn)地涵Φ80圓涵,,L=6mm122DH4-8444支10斗渠渠1+7831進(jìn)地涵Φ80圓涵,,L=6mm123DH4-8554支10斗渠渠1+8831進(jìn)地涵Φ80圓涵,,L=6mm124DH4-11154支10斗渠渠2+0891進(jìn)地涵Φ80圓涵,,L=6mm125DH4-11164支10斗渠渠2+1811進(jìn)地涵Φ80圓涵,,L=6mm126DH4-11174支10斗渠渠2+2791進(jìn)地涵Φ80圓涵,,L=6mm127DH4-11184支10斗渠渠2+3801進(jìn)地涵Φ80圓涵,,L=6mm128DH4-11194支10斗渠渠2+4821進(jìn)地涵Φ80圓涵,,L=6mm129DH4-12204支10斗渠渠2+5831進(jìn)地涵Φ80圓涵,,L=6mm130DH4-12214支10斗渠渠2+6791進(jìn)地涵Φ80圓涵,,L=6mm131DH4-12224支10斗渠渠2+7791進(jìn)地涵Φ80圓涵,,L=6mm132DH4-12234支10斗渠渠2+8811進(jìn)地涵Φ80圓涵,,L=6mm133DH4-12244支10斗渠渠2+9811進(jìn)地涵Φ80圓涵,,L=6mm134DH4-12254支10斗渠渠3+0811進(jìn)地涵Φ80圓涵,,L=6mm135DH4-12264支10斗渠渠3+1811進(jìn)地涵Φ80圓涵,,L=6mm136DH4-12274支10斗渠渠3+2821進(jìn)地涵Φ80圓涵,,L=6mm137DH4-12284支10斗渠渠3+3811進(jìn)地涵Φ80圓涵,,L=6mm138DH4-12294支10斗渠渠3+4801進(jìn)地涵Φ80圓涵,,L=6mm139DH4-13304支10斗渠渠3+5791進(jìn)地涵Φ80圓涵,,L=6mm140DH4-13314支10斗渠渠3+6791進(jìn)地涵Φ80圓涵,,L=6mm141DH5-65支1斗渠0+5051進(jìn)地涵Φ80圓涵,,L=6mm142DH5-75支1斗渠0+6501進(jìn)地涵Φ80圓涵,,L=6mm143DH5-2005支2斗渠0+0511進(jìn)地涵Φ80圓涵,,L=6mm144DH5-2115支2斗渠0+1501進(jìn)地涵Φ80圓涵,,L=6mm145DH5-2225支2斗渠0+2511進(jìn)地涵Φ80圓涵,,L=6mm146DH5-2335支2斗渠0+3511進(jìn)地涵Φ80圓涵,,L=6mm147DH5-2445支2斗渠0+5101進(jìn)地涵Φ80圓涵,,L=6mm148DH5-2555支2斗渠0+6121進(jìn)地涵Φ80圓涵,,L=6mm149DH5-2665支2斗渠0+7151進(jìn)地涵Φ80圓涵,,L=6mm150DH5-2775支2斗渠0+8101進(jìn)地涵Φ80圓涵,,L=6mm151DH5-2885支2斗渠0+9121進(jìn)地涵Φ80圓涵,,L=6mm152DH5-2995支3斗渠0+0471進(jìn)地涵Φ80圓涵,,L=6mm153DH5-3005支3斗渠0+1471進(jìn)地涵Φ80圓涵,,L=6mm154DH5-3115支3斗渠0+2501進(jìn)地涵Φ80圓涵,,L=6mm155DH5-3225支3斗渠0+3461進(jìn)地涵Φ80圓涵,,L=6mm156DH5-3335支3斗渠0+4501進(jìn)地涵Φ80圓涵,,L=6mm157DH5-3445支3斗渠0+5521進(jìn)地涵Φ80圓涵,,L=6mm158DH5-3555支3斗渠0+6461進(jìn)地涵Φ80圓涵,,L=6mm159DH5-3665支3斗渠0+7471進(jìn)地涵Φ80圓涵,,L=6mm160DH5-3775支3斗渠0+8481進(jìn)地涵Φ80圓涵,,L=6mm161DH5-3885支3斗渠0+9471進(jìn)地涵Φ80圓涵,,L=6mm162DH5-3995支3斗渠1+0501進(jìn)地涵Φ80圓涵,,L=6mm163DH5-4005支4斗渠0+0491進(jìn)地涵Φ80圓涵,,L=6mm164DH5-4115支4斗渠0+1481進(jìn)地涵Φ80圓涵,,L=6mm165DH5-4225支4斗渠0+2481進(jìn)地涵Φ80圓涵,,L=6mm166DH5-4335支4斗渠0+3481進(jìn)地涵Φ80圓涵,,L=6mm167DH5-4445支4斗渠0+6021進(jìn)地涵Φ80圓涵,,L=6mm168DH5-4555支4斗渠0+7061進(jìn)地涵Φ80圓涵,,L=6mm169DH5-4665支4斗渠0+8021進(jìn)地涵Φ80圓涵,,L=6mm170DH5-4775支4斗渠0+9031進(jìn)地涵Φ80圓涵,,L=6mm171DH5-4885支4斗渠1+0041進(jìn)地涵Φ80圓涵,,L=6mm172DH5-4995支4斗渠1+0971進(jìn)地涵Φ80圓涵,,L=6mm173DH6-5長東三支渠0+1101進(jìn)地涵Φ80圓涵,,L=6mm174DH6-6長東三支渠0+2081進(jìn)地涵Φ80圓涵,,L=6mm175DH6-7長東三支渠0+3101進(jìn)地涵Φ80圓涵,,L=6mm176DH6-8長東三支渠0+4111進(jìn)地涵Φ80圓涵,,L=6mm177DH6-188長東1支6斗斗溝0+0761進(jìn)地涵Φ80圓涵,,L=6mm178DH6-199長東1支6斗斗溝0+1881進(jìn)地涵Φ80圓涵,,L=6mm179DH6-200長東1支6斗斗溝0+2891進(jìn)地涵Φ80圓涵,,L=6mm180DH6-211長東1支6斗斗溝0+3871進(jìn)地涵Φ80圓涵,,L=6mm181DH6-222長東1支6斗斗溝0+4891進(jìn)地涵Φ80圓涵,,L=6mm182DH6-233長東1支6斗斗溝0+5871進(jìn)地涵Φ80圓涵,,L=6mm183DH6-244長東1支6斗斗渠0+0661進(jìn)地涵Φ80圓涵,,L=6mm184DH6-255長東1支6斗斗渠0+1781進(jìn)地涵Φ80圓涵,,L=6mm185DH6-266長東1支6斗斗渠0+2771進(jìn)地涵Φ80圓涵,,L=6mm186DH6-277長東1支6斗斗渠0+3781進(jìn)地涵Φ80圓涵,,L=6mm187DH6-288長東1支6斗斗渠0+4771進(jìn)地涵Φ80圓涵,,L=6mm188DH6-299長東1支6斗斗渠0+5791進(jìn)地涵Φ80圓涵,,L=6mmc）過流能力力1）圓涵過流流能力涵洞長L=66.0m。涵洞末末端降低0.011m，洞內(nèi)比比降J=0..001667，糙率n=0..017。分別計(jì)計(jì)算D=0..6m、0.8m各組流量量最大情況況的過流能能力。計(jì)算：D=00.6m、Q=0..15m33/s：D=0..8m、Q=0..31m33/s的過流能能力。先按按圓形斷面面明渠均勻勻流計(jì)算，再再判斷長洞洞短洞。表表中hk、wk均表示圓圓形斷面的的水深及過過水面積，bk表示圓形形斷面過水水面積的平平均水深。設(shè)涵洞末端降降低0.011m，洞內(nèi)比比降J=0..001667，糙率n=0..017。計(jì)算D=0..6m、D=0..8m的過流能能力。詳見下地涵過過流能力計(jì)計(jì)算表7--18。表7-18下地涵涵過流能力力計(jì)算表流量圓形涵管Qht管徑

Djj1/2/nnhkωkωk5/3χkχk2/3Qbk=

ωk//hk0.150.340.60.0016672.4010.400.2000.0681.1451.0950.150.500.310.380.80.0016672.4010.520.3440.1691.4951.3070.310.662）涵洞形態(tài)態(tài)判別按涵洞流態(tài)判判別，洞長長L>(55-10))H為一般涵涵洞，L>(110-122)H為較長涵涵洞。經(jīng)計(jì)計(jì)算判別，各各種涵洞均均滿足無壓壓條件；D=0..6m為長洞，按按明渠計(jì)算算；D=0..8m符合較長長洞條件，接接近于上限限，洞內(nèi)按按明渠計(jì)算算，洞進(jìn)口口按堰流計(jì)計(jì)算，上游游雍高0.1m雍高后仍仍低于洞高高0.322m；D=1..0m符合一般般長洞條件件，按堰流流計(jì)算，上上游雍高0.211m，雍高后后仍低于洞洞高0.31。各種類類型涵洞滿滿足過流要要求。詳見涵洞形態(tài)態(tài)判別表5.2..4-8和D=0..8m、D=1..0m涵洞上游游壅高水位位堰流計(jì)算算表7-119。表7-19涵洞形態(tài)態(tài)判別表涵洞要素判別長短洞判別無壓條件件Q管徑D管長LhkL/hk判別(D-hk))/D>D/4滿滿足無壓0.150.66.000.415.0長洞0.33D/4=0..150.310.86.000.51711.6長洞0.35D/4=000.20附表7-199D=00.8m涵洞上游游壅高水位位堰流計(jì)算算表DQH底上H底下H下H上H0hsσsmBkQ0.80.3110099.99880.480.3850.350.660.31d）進(jìn)出口擋擋土墻進(jìn)出口擋土墻墻為倒梯形形一字墻，墻墻前為八字字形U型槽。倒倒梯形一字字墻受墻后后土壓力及及墻前土壓壓力，在洞洞口附近受受八字形U型槽立墻墻及地板支支撐。倒梯梯形一字墻墻自身穩(wěn)定定。受力筋筋按構(gòu)造配配筋。e）工程量詳見涵洞洞工程工程程量表7--20、表表7-21。表7-20D=0..8m圓涵工程程量表序號Φ80圓涵（L=6m）座單座工程量（205）合合計(jì)1進(jìn)出口一字墻墻砼m37.261488.332砼管座m32.004103涵管（Φ8000）m6.0012304涵管接縫m23.206565鋼筋制作安裝裝t0.4693.486砼板護(hù)砌m33.90799.57碎石m33.36688.88土工布m233.6068889水撼砂基礎(chǔ)m324.425006.1110土方開挖m3137.0002808511土方回填m3103.00021115表7-21D=00.6m圓涵工程程量表序號Φ60圓涵（L=6m）座單座工程量（128）合合計(jì)1進(jìn)出口一字墻墻砼m36.508322砼管座m32.80358.43涵管（Φ6000）m6.007684涵管接縫m21.60204.85鋼筋制作安裝裝t0.4557.08886砼板護(hù)砌m33.43439.0447碎石m32.74350.7228土工布m227.433511.0049水撼砂基礎(chǔ)m318.962426.88810土方開挖m3149.0001907211土方回填m396.00122887.2.4..3方涵a）選型和水水力要素表表按涵洞水力要要素表，方方涵主要可可分為1*1、2*1..5和3*2三種類型型。其中1*1方涵35座，2*1..5方涵30座，3*22方涵33座.，共98座。詳詳見方涵水水力要素表表表7-222～表7-224。

表7-221*1m方涵水力力要素表序號過路涵名稱所過道路位置樁號所過溝道位置樁號渠底高程路面高程溝底高程規(guī)格尺寸（m）（m）（m）1過路涵0-11原有道路0+1520支1斗溝0+563—181.8180.6方涵1×12過路涵0-33生產(chǎn)路0-220+0040支2斗溝0+561—181.5180.4方涵1×13過路涵0-44——0支2斗溝0+302———方涵1×14過路涵0-55原有道路0+1280支2斗溝0+000—181.933180.088方涵1×15過路涵0-115——0支6斗0+433—179.866179.266方涵1×16過路涵0-116——0支6斗0+627—180.255179.388方涵1×17過路涵0-117生產(chǎn)路0-660+3820支7斗0+383—179.8179.011方涵1×18過路涵0-119生產(chǎn)路0-661+1580支8斗0+305—178.855178.322方涵1×19過路涵0-220生產(chǎn)路0-661+2980支9斗0+308—178.877178.322方涵1×110過路涵0-221生產(chǎn)路0-110+501———178.833178.311方涵1×111渠下涵3-11——3支2斗0+835—176.5175.866方涵1×112渠下涵3-33——3支2斗0+650—176.999175.933方涵1×113渠下涵3-44——3支2斗0+630—176.955175.9方涵1×114渠下涵3-66——3支2斗0+515—176.788175.933方涵1×115渠下涵3-77——3支2斗0+495—176.822175.9方涵1×116過路涵3-99生產(chǎn)路4-330+361原有溝0+000———方涵1×117過路涵4-77——4支1分支1+739174.366174.766—方涵1×118過路涵4-110生產(chǎn)路4-771+4584支10斗1+986—172.1171.5方涵1×119過路涵4-111生產(chǎn)路4-881+4654支11斗1+993—172171.4方涵1×120過路涵5-22生產(chǎn)路5-110+408路邊溝0+641—173.499173方涵1×121過路涵5-33——5支2斗0+409173.666174.066—方涵1×122過路涵5-44生產(chǎn)路5-110+507路邊溝—173.899174.244—方涵1×123過路涵5-55生產(chǎn)路5-110+608路邊溝—173.766174.111—方涵1×124過路涵5-66——5支2斗復(fù)合合0+968173.633174.1—方涵1×125過路涵5-77生產(chǎn)路5-330+5595支4斗0+557172.511172.955—方涵1×126過路涵6-11——長東1支2斗斗渠1+008170.722171.122—方涵1×127過路涵6-22——長東三支渠0+536170.555171.2—方涵1×128過路涵6-33生產(chǎn)路6-220+418長東四支渠0+416169.444169.844—方涵1×129過路涵6-44生產(chǎn)路6-330+916路邊溝——169.8169.022方涵1×130過路涵6-55生產(chǎn)路6-440+009路邊溝——169.822168.677方涵1×131過路涵6-66——長東1支4斗斗0+496171.133171.422—方涵1×132過路涵6-77——長東1支4斗斗復(fù)合0+458171.033171.433—方涵1×133過路涵6-88原有路—路邊溝0+682168.9方涵1×134過路涵6-99原有路—路邊溝0+247169.2方涵1×135方涵0-2原有路0+0000支3斗溝0+325-181.388180.088方涵1×1

表7-232*1.5方涵涵水力要素素表序號涵名稱性質(zhì)路面高程溝（渠）所在溝溝底高程溝（渠）流量bh規(guī)格、尺寸（m）名稱樁號（m）深（m）m3/s1方涵0-1進(jìn)地涵181.20支溝3+115180.09911.2620.772×1.5方方涵2方涵0-3進(jìn)地涵179.7330支溝1+700178.87711.2620.772×1.5方方涵3方涵0-4過路涵180.0660支溝1+435178.811.2620.772×1.5方方涵4方涵0-5進(jìn)地涵177.8880支溝0+213178.54411.2620.772×1.5方方涵5方涵4-188進(jìn)地涵170.688原有溝0+242169.3221.361.012.850.652×1.5方方涵6方涵4-199進(jìn)地涵171.044原有溝1+064169.71.341.122.360.752×1.5方方涵7方涵4-200進(jìn)地涵171.755原有溝0+398170.4771.281.122.360.752×1.5方方涵8方涵4-211過路涵172.466原有溝0+220170.2992.171.122.360.752×1.5方方涵9方涵4-222過路涵173.177原有溝0+221170.8992.281.122.360.752×1.5方方涵10方涵4-233進(jìn)地涵171.222原有溝0+867169.6881.31.122.360.752×1.5方方涵11方涵4-244進(jìn)地涵171.233原有溝0+645169.6551.321.122.360.752×1.5方方涵12方涵4-255進(jìn)地涵170.622原有溝0+414169.2771.351.122.330.752×1.5方方涵13方涵4-266進(jìn)地涵170.655原有溝0+143169.2551.41.122.250.752×1.5方方涵14方涵4-277進(jìn)地涵170.622原有溝0+414169.3441.281.122.660.752×1.5方方涵15方涵4-288進(jìn)地涵170.655原有溝0+143169.3221.331.122.130.752×1.5方方涵16方涵4-299進(jìn)地涵170.711原有溝0+087169.3991.321.122.110.752×1.5方方涵17方涵4-300進(jìn)地涵170.111原有溝0+443168.8551.261.122.060.752×1.5方方涵18方涵4-311進(jìn)地涵170.088原有溝0+837168.7991.291.122.030.752×1.5方方涵19方涵4-344進(jìn)地涵173.666原有溝0+188171.91.561.1230.82×1.5方方涵20方涵4-355進(jìn)地涵173.722原有溝0+188172.22.11.122.30.82×1.5方方涵21方涵6-1進(jìn)地涵-XX支排5+785170.3770.730.911.880.782×1.5方方涵22方涵6-2進(jìn)地涵-XX支排5+480170.0220.870.911.220.782×1.5方方涵23方涵6-3進(jìn)地涵-XX支排5+504169.6550.550.911.550.782×1.5方方涵24方涵6-4進(jìn)地涵-XX支排4+662169.1551.640.912.250.782×1.5方方涵25方涵6-5進(jìn)地涵-XX支排4+206168.9331.020.911.70.782×1.5方方涵26方涵6-6進(jìn)地涵-XX支排3+750168.31.350.911.70.782×1.5方方涵27方涵6-7進(jìn)地涵-XX支排3+204168.3660.840.914.20.782×1.5方方涵28方涵6-8進(jìn)地涵-XX支排2+791168.1771.430.914.20.782×1.5方方涵29方涵6-9進(jìn)地涵-XX支排2+338167.5991.210.913.110.782×1.5方方涵30方涵6-100進(jìn)地涵-XX支排2+127167.2991.210.912.040.782×1.5方方涵表7-243*2方涵水力力要素表序號涵名稱性質(zhì)路面高程（mm）溝（渠）名稱稱所在溝樁號溝底高程（mm）溝（渠）深（m）流量

（m/ss）bh規(guī)格、尺寸1方涵1-1過路涵180.788西支排5+621180.1111.52.94413×2方涵2方涵1-2過路涵180.722西支排5+494180.1111.52.94413×2方涵3方涵1-3過路涵180.666西支排5+291180.1111.52.94413×2方涵4方涵1-4過路涵180.544西支排4+767180.1111.52.94413×2方涵5方涵2-1過路涵180.233西支排4+350180.1111.52.94413×2方涵6方涵2-2過路涵179.544西支排3+791180.1111.52.94413×2方涵7方涵2-3進(jìn)地涵178.9西支排2+986180.1111.52.94413×2方涵8方涵2-4進(jìn)地涵178.255二支溝0+684177.1881.52.813.80.953×2方涵9方涵2-5進(jìn)地涵178.155二支溝0+345177.0331.52.813.80.953×2方涵10方涵2-6過路涵177.044西支排2+398176.2441.52.94413×2方涵11方涵3-1進(jìn)地涵176.877三支溝0+918174.9771.82.2330.983×2方涵12方涵3-2進(jìn)地涵176.333三支溝0+403174.71.82.2330.983×2方涵13方涵3-3進(jìn)地涵176.177三支溝0+139174.2441.82.2330.983×2方涵14方涵4-0進(jìn)地涵175四支溝7+395173.3111.762.533.50.983×2方涵15方涵4-1進(jìn)地涵174.977四支溝7+165173.2111.762.533.50.983×2方涵16方涵4-2進(jìn)地涵174.822四支溝6+855173.7111.112.533.50.983×2方涵17方涵4-3進(jìn)地涵174.622四支溝6+595172.5442.082.533.50.983×2方涵18方涵4-4進(jìn)地涵174.177四支溝5+760171.7662.412.533.50.983×2方涵19方涵4-5進(jìn)地涵173.466四支溝5+128171.1442.322.533.50.983×2方涵20方涵4-6進(jìn)地涵172.888四支溝4+635170.8772.012.533.50.983×2方涵21方涵4-7進(jìn)地涵172.477四支溝3+850170.7221.752.533.50.983×2方涵22方涵4-8進(jìn)地涵172.266四支溝3+575170.7661.52.533.50.983×2方涵23方涵4-9進(jìn)地涵171.877四支溝3+075170.4661.412.533.50.983×2方涵24方涵4-100進(jìn)地涵171.8四支溝3+075170.4221.382.533.50.983×2方涵25方涵4-111進(jìn)地涵171.822四支溝3+075170.4111.412.533.50.983×2方涵26方涵4-122進(jìn)地涵171.455四支溝1+695169.5331.922.533.50.983×2方涵27方涵4-133進(jìn)地涵171.544四支溝1+430169.9331.612.533.50.983×2方涵28方涵4-144進(jìn)地涵171.266四支溝1+085169.5771.692.533.50.983×2方涵29方涵4-155進(jìn)地涵171.333四支溝0+735170.2661.072.533.50.983×2方涵30方涵4-166進(jìn)地涵170.999四支溝0+460170.0220.972.533.50.983×2方涵31方涵4-177進(jìn)地涵171.044四支溝0+190169.71.342.533.50.983×2方涵32方涵4-322進(jìn)地涵172.822四支溝4+988170.8772.012.533.50.983×2方涵33方涵4-333進(jìn)地涵172.266四支溝3+273170.7661.52.533.50.983×2方涵b）過流能力力方涵為無壓短短洞，過流流能力按寬寬頂堰計(jì)算算。詳見方涵過流流能力計(jì)算算表7-25。表7-25方方涵過流能能力計(jì)算表表項(xiàng)目H底上H底下H下H上H0hsσsεmBQ閘1*1100100100.300100.30050.300.300.432550.948000.3850.600.072*1.5100100100.777100.79930.790.770.547550.955330.3852.001.263*2100100101.000101.03341.0341.000.569880.959330.3853.002.94計(jì)算結(jié)果：1*1涵洞洞前前壅高水深深0.0005m。2*1.5涵涵洞洞前壅壅高水深0.0223m；3*2涵洞洞洞前壅高水水深0.0334m；1*1方涵：：流量為0.077m3/s，水深0.3m，選型方方涵洞徑為為1*1m洞中余高0.7m過流滿足足無壓條件件要求。2*1.5方方涵：流量量為1.01～1.266m3/s，底寬2～2.4m，水深0.65～0.777m，選型方方涵洞徑為為2*1..5m。洞中余余高0.7m左右，過過流滿足無無壓條件要要求。3.2方涵：：流量為2.23～2.944m3/s，底寬3～4m，水深0.95～1.0m，選型方方涵洞徑為為3*2m。洞中余余高1.0m左右，過過流滿足無無壓條件要要求。c)方涵涵設(shè)計(jì)荷載載及配筋1）計(jì)算情況況方涵為Ⅴ級道道路以下工工程，重型型車輛較少少，設(shè)計(jì)車車輛荷載采采用公路Ⅱ級車道荷荷載效應(yīng)的的0.8倍，公公路Ⅱ級車道荷荷載為公路路Ⅰ級車車道道荷載的0.75倍。公路Ⅰ級集中荷荷載Pk=1180Knn，均布荷荷載qk=110.5KKn/m，沖擊系系數(shù)f=1..05。計(jì)算跨徑：板厚，計(jì)算高度2）荷載自重恒載車道均布荷載載汽車集中力3）內(nèi)力框架式方方涵，按固固端計(jì)算內(nèi)內(nèi)力恒載內(nèi)力固端彎矩矩：汽車荷載載內(nèi)力固端彎矩矩：總內(nèi)力固端彎矩矩：4）配筋配筋計(jì)算算結(jié)果：計(jì)計(jì)算配筋A(yù)s=5523mmm2設(shè)計(jì)構(gòu)造配每每米5根Φ16As=11005mmm2HRB3335號鋼抗裂驗(yàn)算最大裂縫縫寬度計(jì)算結(jié)果表明明，配筋滿滿足強(qiáng)度及及裂縫要求求。d）結(jié)構(gòu)及布布置根據(jù)路面高程程和地面高高程的關(guān)系系，洞頂即即為路面；；路面寬為為6.0m，洞長為8m的方涵。涵涵洞下設(shè)10cm素墊層，水水撼砂防凍凍。進(jìn)出口口設(shè)一字型型擋土墻，墻墻底板內(nèi)側(cè)側(cè)水撼砂。水水撼砂鋪設(shè)設(shè)寬度大于于基礎(chǔ)底寬寬0.5m。上游砼砼板襯砌6.0m，下游砼砼板襯砌10m。板厚0.1m，砂墊層0.1m，下設(shè)土土工布，土土工布規(guī)格格為400gg/m2。e）過路方涵涵工程量表表表7-2661*1方涵工程量量表序號1×1m方涵涵（L=8m）座單座工程量（35）合計(jì)計(jì)1進(jìn)出口一字墻墻砼m315.50542.52洞身砼m317.31605.8553素砼墊層m31.9768.954水撼砂基礎(chǔ)m337.561314.665鋼筋制作安裝裝t2.2679.16砼板10cmmm37.74270.97砼板20cmmm31.9367.558砂墊層m38.70304.59土工布m287.043046.4410土方開挖m3189.6336637.00511土方回填m3142.4994987.115

表7-272*11.5方涵工程量量表序號2×1.5mm方涵（L=8m）座單座工程量（30）合計(jì)計(jì)1進(jìn)出口一字墻墻m321.74652.22洞身砼m333.23996.93素砼墊層m32.5777.14水撼砂基礎(chǔ)m360.841825.225鋼筋制作安裝裝t3.51105.36砼板10cmmm317.27518.17砼板20cmmm34.32129.68砂墊層m319.43582.99土工布m2194.2995828.7710土方開挖m3541.09916232..711土方回填m3397.45511923..5表7-283*2方涵工程量量表序號3×2m方涵涵（L=8m）座單座工程量（33）合計(jì)計(jì)1進(jìn)出口一字墻墻m336.041189.3322洞身砼m333.411102.5533素砼墊層m32.8092.44水撼砂基礎(chǔ)m353.221756.2265鋼筋制作安裝裝t5.39177.8776砼板10cmmm322.40739.27砼板20cmmm35.60184.88砂墊層m329.90986.79土工布m2298.9009863.7710土方開挖m3797.70026324..111土方回填m3646.70021341..17.2.4..4斗門設(shè)計(jì)計(jì)項(xiàng)目區(qū)內(nèi)有斗斗門建筑共共10座（其中3座分水閘閘），農(nóng)門門929座，詳見斗門水力力要素表77-29。

表7-29斗門水水力要素表表序號分水閘名稱溝（渠）名稱稱所在渠道

樁號號渠底

高程（mm）渠道

水位（mm）流量

m3/ssbh1DM1-10支1分支44斗0+000180.322180.4550.015880.50.132DM1-20支1分支22斗0+001180.155180.2550.013770.50.113DM1-30支1分支33斗0+002179.999180.0990.010110.50.104分水閘0-770支7斗0+000179.900180.0330.022330.50.135分水閘0-880支8斗0+000178.866178.9990.022330.50.136分水閘0-990支9斗0+000178.711178.8770.022770.50.167DM4-14支7斗0+000173.799174.0990.081660.50.308DM6-1長東1支1斗斗0+000172.011172.2220.086770.50.319DM6-2長東1支2斗斗0+000172.033172.2220.050550.50.2210DM6-3長東1支3斗斗0+000171.800172.0660.062550.50.26a）斗門1）斗門結(jié)構(gòu)構(gòu)斗門是支渠上上的分水建建筑物，由由進(jìn)口八字字墻、閘室室、2米長的D=0..8m涵管消力力池和5m長渠道襯襯砌組成。PZ型0.6mm*0.660m的鑄鐵閘閘門。農(nóng)門共9299座。底寬b=0..3m，水深h=00.13m，渠深H=00.43m。農(nóng)門是預(yù)制安安裝結(jié)構(gòu)。PZ型0.3mm*0.33m的鑄鐵閘閘門一體機(jī)機(jī)，1延長米的的膠管與1米長、0.3m寬的消力力池連接，進(jìn)進(jìn)入農(nóng)渠。2）斗門過流流能力斗門過流按淹淹沒寬頂堰堰計(jì)算。詳詳見農(nóng)門過過流能力計(jì)計(jì)算表7--30。表7-30斗門過過流能力計(jì)計(jì)算表H底上H底下H下H上H0hsσsε100100100.300100.3110.310.300.524000.94777計(jì)算結(jié)果表明明，管內(nèi)水水深0.311m就能滿足足斗門最大大過流能力力要求。農(nóng)門過流能力力計(jì)算從略略。3）斗門工程程量詳見斗門工程程量表7--31。

表7-31斗門0.6**0.6工程量表表序號斗門0.6**0.61座單座工程量（10）合計(jì)計(jì)1護(hù)砌砼（100cm）m31.9219.202砂墊層m31.2812.803土工膜m213.28132.8004水撼砂基礎(chǔ)m312.14121.4005挖方m3169.0001690.0006填方m3138.0001380.0007涵管（Φ8000）m2.0020.008一字墻砼m31.3613.609閘室砼m31.1311.3010八字墻砼m30.424.2011管座砼m30.474.7012鋼筋制作安裝裝t0.292.9213保溫板m23.7837.8014橡膠止水m4.0640.6015閘門（0.66*0.66）t0.080.8016啟閉機(jī)臺1.0010.007.2.4..5橋設(shè)計(jì)項(xiàng)目區(qū)布置有有兩座農(nóng)道道橋，均在在一排干排排干上。按按橋所在排排干位置的的排干斷面面，兩座橋橋分別為跨跨度10m和8m，基礎(chǔ)為為灌注樁，上上部結(jié)構(gòu)為為裝配式。此次設(shè)計(jì)參考當(dāng)?shù)氐慕?jīng)驗(yàn)及現(xiàn)有建筑物及實(shí)際情況選用以上兩種跨度。設(shè)計(jì)標(biāo)準(zhǔn)：按按道路等級級和排干流流量，橋?yàn)闉樗牡?級建筑，設(shè)設(shè)計(jì)洪水標(biāo)標(biāo)準(zhǔn)為10年洪水設(shè)設(shè)計(jì)，20年洪水校校核。詳見橋基本資資料表7--32，橋工程程量表7--33。表7-32橋基本資資料名稱所在道路所在溝渠樁號設(shè)計(jì)流量M33/s設(shè)計(jì)底寬m設(shè)計(jì)水深m橋面

高程m溝底高程m設(shè)計(jì)橋跨mQ160+1801.253.50.5179.400177.70058Q2XX路5+8003.865.40.76174.144172.188510a）設(shè)計(jì)荷載載農(nóng)道屬=4\*ROMANIV級級以下道路路。橋設(shè)計(jì)計(jì)荷載按《公公路橋涵設(shè)設(shè)計(jì)通用規(guī)規(guī)范》JTTGD660-20004設(shè)計(jì)車輛輛荷載采用用公路=2\**ROMMANII級車道道荷載效應(yīng)應(yīng)的0.8，公路=22\*ROMAANII級車道道荷載為公公路Ⅰ級車道荷荷載的0.755倍。計(jì)算跨徑：荷載恒載載：自重q1=25××0.4++0.5==10.55kN汽車集中力Pk=1800*（1+（8.488-5）/45）×0.775×0..8=1116.355kN車道均布荷載載q3=10..5×0..75×00.8=66.3kkNb）內(nèi)力按簡支梁梁計(jì)算內(nèi)力力=1\**rommani）橋面板板恒載跨中最大大彎矩：汽車荷載載內(nèi)力跨中最大大彎矩：總內(nèi)力跨中最大大彎矩:橋面寬按路面面寬為6..0m。橋橋面設(shè)計(jì)采采用8m、10m跨農(nóng)橋定定型設(shè)計(jì)配配筋。=2\**rommanii）橋樁樁按當(dāng)?shù)匾呀驑蛄夯A(chǔ)類類型，均為為灌注樁。本本橋設(shè)計(jì)橋橋樁采用直直徑100ccm、22m深灌注樁樁。（5）工程量量表表7-33橋1工程量表表序號8米橋（灌注注樁）座單座工程量（1）合計(jì)1灌注樁m369.2069.202鉆孔m88.0088.003蓋梁m312.2412.244邊板m39.249.245中板m38.938.936耳墻背墻m32.622.627橋面鋪裝m34.104.108引道板砼m39.599.599欄桿扶手m30.290.2910橡膠支座塊16.0016.0011鋼筋制作安裝裝t9.879.8712挖方m3138.000138.00013填方m398.0098.00

表7-34橋2工程量表表序號10米橋（灌灌注樁）座單座工程量（1）合計(jì)1灌注樁m369.2069.202鉆孔m88.0088.003蓋梁m312.2412.244邊板m311.5511.555中板m311.1611.166耳墻背墻m32.622.627橋面鋪裝m34.504.508引道板砼m39.599.599欄桿扶手m30.360.3610橡膠支座塊16.0016.0011鋼筋制作安裝裝t11.2711.2712挖方m3150.000150.00013填方m3110.000110.0007.2.4..6退水閘設(shè)設(shè)計(jì)項(xiàng)目區(qū)內(nèi)布置置退水閘30座，由于于流量比較較接近，退退水閘采用用同種形式式。1）退水閘結(jié)結(jié)構(gòu)退水閘是分支支渠及斗渠渠上的分水水建筑物，由由進(jìn)口一字墻、閘閘室、2.4m長防沖襯砌砌渠道組成成。PZ型0.5m*0..50m的鑄鐵閘閘門。2）退水閘過過流能力退水閘過流按按淹沒寬頂頂堰計(jì)算。詳詳見退水閘閘