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注水法试验记录表附：实测渗水量应按式il 算q=W/(T*L)*1000q ---- 实测渗水量(”)W-一-恒压时间内补入管道的水量(L)T-从开始讣时至保持恒压结束的时间(min) L ——试验管段的长度(m)硬聚氯乙烯管实测渗水量应小于或等于按下式计算的允许渗水量: q=3*Diy25*P/*a)*1/1440Di ——管逍内径(mm)编号： THYS20091V-01-02工程名称 亭湖区2009农村饮用水安全工程四标段 试验日期2010-7-28桩号及地段 THYS2009IV-01-02 管道内径(mm) 110 管材种类 PE接口种类 热熔1000渗水测 ¥ 定 记 录次数 达到试验 圧力的时 间ti恒压结束的时 间t2恒压时间T(nnin)恒压时间内补入 的水量W(L)实测渗水量q(L/{nnin*m)]1 9： 30 9： 45 15210： 35 10： 50 153 11； 55■12： 10154 2： 10 2： 40 30■53： 103： 4030折合•平均实测渗水量[I7(nnin*nn|]=• 外观管道接n 、配件等处无漏水、损坏现象，后背、支墩、管身及接口无异常现象。
评语工作压力(Mpa) 试验圧力(Mpa)15分钟降压值(Mpa) 施匸单位监理单位建设单位试验负责人记录员允许渗水P•…一圧力管道的工作压力(Mpa)a——温度一压力折减系数［.试脸水温0° -25°时a取为1；2.试验水温25° ~35°时a取为;3.试验水温35° ~45°时a取为.供水管道水压试验记录符合规范《给水排水管道工程施匸及验收规范》水压试验规范耍求。
□符合设计规范要求。
□.口不符合设计规范要求。
供水管道水压试验记录单位工程 名称亨湖区2009农村饮用水安金TW 标段单位工程编号 THYS2009IV节点位置 T02- C) -T04分部T 程务称三星村管道安装分部工程编号THYS2009IV-03试验长度(米)280设计工作圧力C Mpa)单元工程爼称 T02- ( ) -T04支管道安装单元工程编号THYS2009 IV-03-02试验圧力(Mpa)试验日期2010-7-29施工执行标准名称及编号 《给水排水管道匚程施工及验收规范》(GB5()268-2008)设计参数预试验阶段主试验阶段材质 管径接n 种类30min 后圧力 下降不超过试 验圧力的70% 管道接口、配件处无漏水、损坏现象降圧量为试验圧力10% — 15%泄水量 (L/mirrkm) $30min 内管道 剩余圧力上升 趋势90nriin 内压力下降不超过PVC 63承插符合耍求 无谢水.损坏现執符合要求符合要求符合耍求<%Z>$施工单位日期：2010年7月28日•建设单位驻地代表现场监理工程师符合规范《给水排水管道工程施匸及验收规范》GB50268-2008水压试验规范耍求。
起止间隔k=Q/FHk=Q/FH水位：1.610.6注水深度0.6~18.217.20.085ZX-01注水深度0.6~18.2在水位以下注水，5月2日读数时间读数（单位m 3)Q(cm 3)Q(cm 3/min)829444.702130444.70510.007675607560232444.71320.0141140607030234444.71910.0134134006700436444.72340.0258258006450541444.71910.0306306256125546444.72310.0303303006060854444.73120.0470470405880761444.73850.038638587.55512.5566444.74330.027727714.35542.9571444.74810.0265265005300576444.75310.0264264005280581444.75820.0256256005120586444.76360.0250250005000591444.76810.0247247004940596444.77320.02382380047605101444.77850.02402400048005106444.78330.02342335046705111444.78850.02282275045505116444.79310.02232230044605121444.79870.0215215004300观测时间（时分）压力表读数（kg ）5126444.80320.0210210004200 5131444.80830.0206205504110 5136444.81340.0203203004060 5141444.81810.0195195003900 5146444.82300.0191190503810 5151444.82810.0186186003720 5156444.83320.0177177003540 5161444.83810.0175175003500 5166444.84310.0180180003600 5171444.84810.0191191003820 5176444.85300.0177177003540 5181444.85790.0178178003560 5186444.86290.0179179003580 5191444.86800.0178178003560水位：40ZX-86注水深度28.4~50.0在水位以下注水，6月30日水位：40.0注水深度28.4~50.0min读数时间读数（单位m3)Q(cm3)Q(cm3/min) 829444.7020130444.70315550655506 232444.705210602053010 234444.7091206062103031 436444.7134464084116021 541444.71911152500230500 546444.72311263500252700 854444.73121936000242000 761444.73851648500235500 566444.74331162500232500 571444.74811062500212500 576444.75311012500202500 581444.75821037500207500 586444.76361057500211500 591444.76811112500222500596444.77321167500233500 5101444.77851227500245500 5106444.78331197500239500 5111444.78851172500234500 5116444.79311087500217500 5121444.79871005150201030 5126444.80321011000202200 5131444.80831062500212500 5136444.81341120250224050 5141444.81811061500212300 5146444.82301050500210100 5151444.82811011515202303 5156444.83321162520232504 5161444.83811006535201307 5166444.84311012500202500 ZX-15 1.0~16.3 2.01×10-4水位：16.816.30.5注水深度16.3~25.08.75月4日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:000445.0534001445.054955506555061445.05665153010530102445.0598522060621030312445.0634022320421160214445.0675279220002305005445.07302712635002527005445.07844712100002420005445.08354711775002355005445.08859711625002325005445.09377710625002125005445.09907710125002025005445.10417710375002075005445.10937710575002115005445.11437711125002225005445.11947711675002335005445.12453712275002455005445.12961711975002395005445.13468711725002345005445.13974710875002175005445.14477210051502010305445.14978210110002022005445.15478210625002125005445.15980211202502240505445.16481210615002123005445.16983210505002101005445.17482210115152023035445.17983211625202325045445.18486210065352013075445.18986710125002025005445.19486710275252055055445.19986710125402025085445.20486710125452025095445.20986710075002015005445.2148671011525202305ZX-9 3.2~37.6 2.01×10-4水位：13.510.4 3.1注水深度10.4~37.627.25月14日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间8:300445.2534001445.254950500505001445.25665173000730002445.259852146000730002445.2634022920001460004445.2675277300001825005445.2730279125001825005445.27844714600002920005445.28354712775002555005445.28859710525252105055445.29377710625102125025445.2990779978501995705445.30417710065002013005445.30937710075402015085445.31437710255302051065445.31947710225002045005445.3245379925051985015445.3296179920001984005445.3346879778001955605445.3397479855251971055445.3447729905151981035445.3497829478001895605445.3547829778501955705445.3598029890001978005445.3648129976001995205445.36983210020002004005445.37482210052502010505445.37983210100052020015445.38486210125002025005445.38986710070002014005445.39486710082652016535445.39986710088252017655445.40486710094502018905445.40986710088002017605445.4148671008840201768ZX-8 1.71×10-4水位：14.09.5 4.5注水深度9.5~50.340.85月23日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间8:400445.7534001445.254950500505001445.25665173000730002445.259852146000730002445.2634022920001460004445.2675277300001825005445.2730279125001825005445.27844714600002920005445.28354712775002555005445.28859710525252105055445.29377710625102125025445.2990779978501995705445.30417710065002013005445.30937710075402015085445.31437710255302051065445.31947710225002045005445.3245379925051985015445.3296179920001984005445.3346879778001955605445.3397479855251971055445.3447729905151981035445.3497829478001895605445.3547829778501955705445.3598029890001978005445.3648129976001995205445.36983210020002004005445.37482210052502010505445.37983210100052020015445.38486210125002025005445.38986710070002014005445.39486710082652016535445.39986710088252017655445.40486710094502018905445.40986710088002017605445.4148671008840201768ZX-7 1.2~9.5 1.34×10-5水位：7.5 1.2 6.3注水深度1.2~9.58.35月28日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:000446.1534001445.254950500505001445.25665173000730002445.259852146000730002445.2634022920001460004445.2675277300001825005445.2730279125001825005445.27844714600002920005445.28354712775002555005445.28859710525252105055445.29377710625102125025445.2990779978501995705445.30417710065002013005445.30937710075402015085445.31437710255302051065445.31947710225002045005445.3245379925051985015445.3296179920001984005445.3346879778001955605445.3397479855251971055445.3447729905151981035445.3497829478001895605445.3547829778501955705445.3598029890001978005445.3648129976001995205445.36983210020002004005445.37482210052502010505445.37983210100052020015445.38486210125002025005445.38986710070002014005445.39486710082652016535445.39986710088252017655445.40486710094502018905445.40986710088002017605445.4148671008840201768ZX-75 1.0~16.3 1.94×10-4水位：19.517.52注水深度17.5~22.3 4.86月6日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.5534001445.254950500505001445.25665173000730002445.259852146000730002445.2634022920001460004445.2675277300001825005445.2730279125001825005445.27844714600002920005445.28354712775002555005445.28859710525252105055445.29377710625102125025445.2990779978501995705445.30417710065002013005445.30937710075402015085445.31437710255302051065445.31947710225002045005445.3245379925051985015445.3296179920001984005445.3346879778001955605445.3397479855251971055445.3447729905151981035445.3497829478001895605445.3547829778501955705445.3598029890001978005445.3648129976001995205445.36983210020002004005445.37482210052502010505445.37983210100052020015445.38486210125002025005445.38986710070002014005445.39486710082652016535445.39986710088252017655445.40486710094502018905445.40986710088002017605445.4148671008840201768ZX-6710.0~25.0 1.47×10-321.5水位：16.510.56注水深度10.5~25.014.56月10日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.254950500505001445.25665173000730002445.25985273000730002445.2634021460001460004445.2675271825001825005445.2730271825001825005445.2784472920002920005445.2835472555002555005445.2885972105052105055445.2937772125022125025445.2990771995701995705445.3041772013002013005445.3093772015082015085445.314377************5445.3194772045002045005445.324537************5445.3296171984001984005445.3346871955601955605445.339747************5445.344772************5445.3497821895601895605445.3547821955701955705445.3598021978001978005445.3648121995201995205445.3698322004002004005445.3748222010502010505445.379832************5445.3848622025002025005445.3898672014002014005445.3948672016532016535445.3998672017652017655445.4048672018902018905445.4098672017602017605445.414867201768201768ZX-970.0~7.9 1.09×10-521.5水位：18.016.5 1.5注水深度16.5~30.013.56月7日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.25492190505001445.2566512280730002445.2598524240730002445.26340245501460004445.26752756251825005445.27302757001825005445.27844759502920005445.28354763102555005445.28859762502105055445.29377763202125025445.29907763401995705445.30417763552013005445.30937763902015085445.31437763502051065445.31947764002045005445.32453764101985015445.32961764001984005445.33468763401955605445.33974763801971055445.34477263801981035445.34978261951895605445.35478262401955705445.35980263501978005445.36481264101995205445.36983262702004005445.37482262302010505445.37983263402020015445.38486262102025005445.38986762602014005445.39486765502016535445.39986763602017655445.40486763902018905445.40986764002017605445.4148676380201768ZX-8846.4~74.08.03×10-421.5水位：47.546.4 1.1注水深度46.4~74.027.66月23日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.254950500505001445.25665173000730002445.259852146000730002445.2634022920001460004445.2675277300001825005445.2730279125001825005445.27844714600002920005445.28354712775002555005445.28859710525252105055445.29377710625102125025445.2990779978501995705445.30417710065002013005445.30937710075402015085445.31437710255302051065445.31947710225002045005445.3245379925051985015445.3296179920001984005445.3346879778001955605445.3397479855251971055445.3447729905151981035445.3497829478001895605445.3547829778501955705445.3598029890001978005445.3648129976001995205445.36983210020002004005445.37482210052502010505445.37983210100052020015445.38486210125002025005445.38986710070002014005445.39486710082652016535445.39986710088252017655445.40486710094502018905445.40986710088002017605445.4148671008840201768ZX-TJ02塌孔，埋钻水位：47.546.4 1.1注水深度46.4~74.027.67月11日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.254950500505001445.25665173000730002445.259852146000730002445.2634022920001460004445.2675277300001825005445.2730279125001825005445.27844714600002920005445.28354712775002555005445.28859710525252105055445.29377710625102125025445.2990779978501995705445.30417710065002013005445.30937710075402015085445.31437710255302051065445.31947710225002045005445.3245379925051985015445.3296179920001984005445.3346879778001955605445.3397479855251971055445.3447729905151981035445.3497829478001895605445.3547829778501955705445.3598029890001978005445.3648129976001995205445.36983210020002004005445.37482210052502010505445.37983210100052020015445.38486210125002025005445.38986710070002014005445.39486710082652016535445.39986710088252017655445.40486710094502018905445.40986710088002017605445.4148671008840201768ZX-80水位：35.533.52注水深度33.5~54.020.57月5日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.254960500605001445.25665183000830002445.259852166000830002445.2634023120001560004445.2675277700001925005445.2730279625001925005445.27844715100003020005445.28354714775002955005445.28859715525253105055445.29377715625103125025445.29907714978502995705445.30417715065003013005445.30937715075403015085445.31437715255303051065445.31947715225003045005445.32453714925052985015445.32961714920002984005445.33468714778002955605445.33974714855252971055445.34477214905152981035445.34978214478002895605445.35478214778502955705445.35980214890002978005445.36481214976002995205445.36983215020003004005445.37482215052503010505445.37983215100053020015445.38486215125003025005445.38986715070003014005445.39486715082653016535445.39986715088253017655445.40486715094503018905445.40986715088003017605445.4148671508840301768ZX-827.5~15.1水位：20.219 1.2注水深度20.2~37.0185月18日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.254960500605001445.25665181000810002445.259852164600823002445.2634023020001510004445.2675277620001905005445.2730279475001895005445.27844715100003020005445.28354714275002855005445.28859715075253015055445.29377715625103125025445.29907714978502995705445.30417715065003013005445.30937715075403015085445.31437715255303051065445.31947715225003045005445.32453714925052985015445.32961714920002984005445.33468714778002955605445.33974714855252971055445.34477214905152981035445.34978214478002895605445.35478214778502955705445.35980214890002978005445.36481214976002995205445.36983215020003004005445.37482215052503010505445.37983215100053020015445.38486215125003025005445.38986715070003014005445.39486715082653016535445.39986715088253017655445.40486715094503018905445.40986715088003017605445.4148671508840301768ZX-83 3.5~10.5 1.69×10-4水位：17.014.7 2.3注水深度14.7~26.011.35月24日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间9:100445.9534001445.254960500605001445.25665181000810002445.259852164600823002445.2634023020001510004445.2675277620001905005445.2730279475001895005445.27844715100003020005445.28354714275002855005445.28859715075253015055445.29377715625103125025445.29907714978502995705445.30417715065003013005445.30937715075403015085445.31437715255303051065445.31947715225003045005445.32453714925052985015445.32961714920002984005445.33468714778002955605445.33974714855252971055445.34477214905152981035445.34978214478002895605445.35478214778502955705445.35980214890002978005445.36481214976002995205445.36983215020003004005445.37482215052503010505445.37983215100053020015445.38486215125003025005445.38986715070003014005445.39486715082653016535445.39986715088253017655445.40486715094503018905445.40986715088003017605445.4148671508840301768ZX-720.0~37.4 1.94×10-4水位：31.327.5 3.8注水深度27.5~37.49.96月29日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间8:100445.5534001445.254957500575001445.25665183000830002445.2598522260001130002445.2634022920001460004445.2675278500002125005445.27302713625002725005445.27844714600002920005445.28354714275002855005445.28859713525252705055445.29377713125102625025445.29907712978502595705445.30417713565002713005445.30937714075402815085445.31437713255302651065445.31947713225002645005445.32453714925052985015445.32961714920002984005445.33468714778002955605445.33974714855252971055445.34477214905152981035445.34978214478002895605445.35478214778502955705445.35980214890002978005445.36481214976002995205445.36983215020003004005445.37482215052503010505445.37983215100053020015445.38486215125003025005445.38986715070003014005445.39486715082653016535445.39986715088253017655445.40486715094503018905445.40986715088003017605445.4148671508840301768ZX-7171水位：28.427.1 1.3注水深度27.1~43.416.36月29日在水位以下注水，0.001起始读数445.0534读数（单位m3)Q(cm3)Q(cm3/min)时间8:100445.5534001445.25491075001075001445.2566511130001130002445.2598524460002230002445.2634025720002860004445.26752716900004225005445.27302727125005425005445.27844729100005820005445.28354728275005655005445.28859727025255405055445.29377726625105325025445.29907725978505195705445.30417727065005413005445.30937728075405615085445.31437725755305151065445.31947725725005145005445.32453729425055885015445.32961727420005484005445.33468728278005655605445.33974729855255971055445.3447722990515598103 5445.3497822947800589560 5445.3547822977850595570 5445.3598022989000597800 5445.3648122997600599520 5445.3698322502000500400 5445.3748222505250501050 5445.3798322510005502001 5445.3848623012500602500 5445.3898673007000601400 5445.3948673008265601653 5445.3998673008825601765 5445.4048673009450601890 5445.4098673008800601760 5445.4148673008840601768起止形状系数F m=1r=4cm试验水头H 试验段长度lQ 0.0088000F 1907.381H 18600.0022549641920480 6.174F 试验长度L m r H k 10^-51749.53029172014600.072019337201.9331749.53029172014600.0669703566697.0361749.53029172014600.0638266556382.6661749.53029172014600.0614450646144.5061749.53029172014600.0583489955834.8991749.53029172014600.0577297815772.9781749.53029172014600.0560150355601.5031749.53029172014600.0525140955251.411749.53029172014600.0528032885280.3291749.53029172014600.0504897425048.9741749.53029172014600.0502992155029.9211749.53029172014600.0487749964877.51749.53029172014600.0476318324763.1831749.53029172014600.0470********.0251749.53029172014600.0453455044534.551749.53029172014600.0457265594572.6561749.53029172014600.0444881314448.8131749.53029172014600.0433449674334.4971749.53029172014600.0424875944248.7591749.53029172014600.0409633764096.338耗水量（升）单位时间耗水量（L/min ）备 注抬高的水位高度（米）流量读数（L ）1749.53029172014600.0400107394001.074 1749.53029172014600.0391533663915.337 1749.53029172014600.0386770483867.705 1749.53029172014600.0371528293715.283 1749.53029172014600.0362954563629.546 1749.53029172014600.0354380833543.808 1749.53029172014600.0337233373372.334 1749.53029172014600.0333422833334.228 1749.53029172014600.0342949193429.492 1749.53029172014600.036390723639.072 1749.53029172014600.0337233373372.334 1749.53029172014600.0339138653391.386 1749.53029172014600.0341043923410.439 1749.53029172014600.0339138653391.38623968.343424.048cm3/s57.0674757.06747 k=Q/FH形状系数F m=1r=5.0cm试验水头H S试验段长度l481096228.411.621.6617.142857 6.425F试验长度L m r H k10^-5 2111.2529221601 3.511600.0226642672266.427 2111.2529221601 3.511600.0216450982164.51 2111.2529221601 3.511600.0420697244206.972 2111.2529221601 3.511600.0473738144737.381 2111.2529221601 3.511600.0941179979411.8 2111.2529221601 3.511600.10318272410318.27 2111.2529221601 3.511600.0988136899881.369 2111.2529221601 3.511600.0961596029615.96 2111.2529221601 3.511600.0949346399493.464 2111.2529221601 3.511600.0867682198676.822 2111.2529221601 3.511600.0826850098268.501 2111.2529221601 3.511600.0847266148472.661 2111.2529221601 3.511600.0863598988635.99 2111.2529221601 3.511600.0908514299085.1432111.2529221601 3.511600.0953********.296 2111.2529221601 3.511600.10024281310024.28 2111.2529221601 3.511600.0977928879779.289 2111.2529221601 3.511600.0957512819575.128 2111.2529221601 3.511600.0888098248880.982 2111.2529221601 3.511600.0820847778208.478 2111.2529221601 3.511600.0825625128256.251 2111.2529221601 3.511600.0867682198676.822 2111.2529221601 3.511600.0914843279148.433 2111.2529221601 3.511600.0866865558668.655 2111.2529221601 3.511600.0857882488578.825 2111.2529221601 3.511600.0826045698260.457 2111.2529221601 3.511600.0949362739493.627 2111.2529221601 3.511600.0821978828219.788 2111.2529221601 3.511600.0826850098268.50169315.118664.389cm3/s144.4065s38.465cm/s 3.75423174 5.811F试验长度L m r H k10^-5 1059.0424587015501059.042458701550 1.048229936104823 1059.042458701550 1.001093016100109.3 1059.042458701550 1.945738813194573.9 1059.042458701550 2.191054759219105.5 1059.042458701550 4.352988872435298.9 1059.042458701550 4.772235522477223.6 1059.042458701550 4.570166191457016.6 1059.042458701550 4.447413793444741.4 1059.042458701550 4.39075884439075.9 1059.042458701550 4.013059155401305.9 1059.042458701550 3.824209313382420.9 1059.042458701550 3.918634234391863.4 1059.042458701550 3.994174171399417.4 1059.042458701550 4.201908998420190.9 1059.042458701550 4.409643825440964.4 1059.042458701550 4.636263636463626.4 1059.042458701550 4.52295373452295.4 1059.042458701550 4.428528809442852.9 1059.042458701550 4.107484076410748.4 1059.042458701550 3.796448386379644.81059.042458701550 3.818543817381854.4 1059.042458701550 4.013059155401305.9 1059.042458701550 4.231180723423118.1 1059.042458701550 4.009282158400928.2 1059.042458701550 3.967735193396773.5 1059.042458701550 3.820488971382048.9 1059.042458701550 4.39083438439083.4 1059.042458701550 3.801679526380168 1059.042458701550 3.824209313382420.9 1059.042458701550 3.88095869388095.9 1059.042458701550 3.824360392382436 1059.042458701550 3.824379277382437.9 1059.042458701550 3.805324328380532.4 1059.042458701550 3.820526741382052.72297976382996cm3/s6383.2666383.266s78.5cm/s81.31549777.142857 6.656F试验长度L m r H k10^-5 2566.3461527201 3.53102566.3461527201 3.53100.0634767166347.672 2566.3461527201 3.53100.0917584219175.842 2566.3461527201 3.53100.0917584219175.842 2566.3461527201 3.53100.18351684218351.68 2566.3461527201 3.53100.22939605322939.61 2566.3461527201 3.53100.22939605322939.61 2566.3461527201 3.53100.36703368436703.37 2566.3461527201 3.53100.32115447432115.45 2566.3461527201 3.53100.26459734826459.73 2566.3461527201 3.53100.26710750726710.75 2566.3461527201 3.53100.2508524425085.24 2566.3461527201 3.53100.25302698825302.7 2566.3461527201 3.53100.25328843725328.84 2566.3461527201 3.53100.25781099625781.1 2566.3461527201 3.53100.25704927525704.93 2566.3461527201 3.53100.24950874424950.87 2566.3461527201 3.53100.24938179124938.18 2566.3461527201 3.53100.24581201124581.22566.3461527201 3.53100.24775402224775.4 2566.3461527201 3.53100.24900847224900.85 2566.3461527201 3.53100.23827022323827.02 2566.3461527201 3.53100.24582458124582.46 2566.3461527201 3.53100.24862761224862.76 2566.3461527201 3.53100.25078959125078.96 2566.3461527201 3.53100.2518957225189.57 2566.3461527201 3.53100.25271274725271.27 2566.3461527201 3.53100.25390812125390.81 2566.3461527201 3.53100.25453534625453.53 2566.3461527201 3.53100.25315268525315.27 2566.3461527201 3.53100.25347069725347.07 2566.3461527201 3.53100.25361147725361.15 2566.3461527201 3.53100.25376859825376.86 2566.3461527201 3.53100.25360519225360.52 2566.3461527201 3.53100.25361524825361.52177575.925367.99cm3/s422.7998s38.465cm/s10.991811165.714297.061F试验长度L m r H k10^-5 3628.7211440801 3.54503628.7211440801 3.54500.0309261083092.611 3628.7211440801 3.54500.0447050674470.507 3628.7211440801 3.54500.0447050674470.507 3628.7211440801 3.54500.0894101348941.013 3628.7211440801 3.54500.11176266811176.27 3628.7211440801 3.54500.11176266811176.27 3628.7211440801 3.54500.17882026817882.03 3628.7211440801 3.54500.15646773515646.77 3628.7211440801 3.54500.12891287912891.29 3628.7211440801 3.54500.13013583813013.58 3628.7211440801 3.54500.12221630512221.63 3628.7211440801 3.54500.12327575412327.58 3628.7211440801 3.54500.12340313212340.31 3628.7211440801 3.54500.12560654112560.65 3628.7211440801 3.54500.12523542812523.54 3628.7211440801 3.54500.12156165112156.173628.7211440801 3.54500.12149979912149.98 3628.7211440801 3.54500.11976058811976.06 3628.7211440801 3.54500.12070674312070.67 3628.7211440801 3.54500.12131791712131.79 3628.7211440801 3.54500.11608619911608.62 3628.7211440801 3.54500.11976671211976.67 3628.7211440801 3.54500.1211323612113.24 3628.7211440801 3.54500.12218568512218.57 3628.7211440801 3.54500.12272459512272.46 3628.7211440801 3.54500.12312265412312.27 3628.7211440801 3.54500.12370504512370.5 3628.7211440801 3.54500.12401063112401.06 3628.7211440801 3.54500.12333699312333.7 3628.7211440801 3.54500.1234919312349.19 3628.7211440801 3.54500.12356051912356.05 3628.7211440801 3.54500.12363706812363.71 3628.7211440801 3.54500.12355745712355.75 3628.7211440801 3.54500.12356235612356.24396607.211664.92cm3/s194.4153s38.465cm/s 5.054343237.142857 5.469F试验长度L m r H k10^-5 953.0810028301 3.5630953.0810028301 3.56300.0841048458410.485 953.0810028301 3.56300.12157730112157.73 953.0810028301 3.56300.12157730112157.73 953.0810028301 3.56300.24315460224315.46 953.0810028301 3.56300.30394325330394.33 953.0810028301 3.56300.30394325330394.33 953.0810028301 3.56300.48630920448630.92 953.0810028301 3.56300.42552055442552.06 953.0810028301 3.56300.35058396935058.4 953.0810028301 3.56300.35390985835390.99 953.0810028301 3.56300.33237235633237.24 953.0810028301 3.56300.33525357133525.36 953.0810028301 3.56300.33559998333560 953.0810028301 3.56300.34159224534159.22 953.0810028301 3.56300.34058298734058.3953.0810028301 3.56300.33059199833059.2 953.0810028301 3.56300.33042378833042.38 953.0810028301 3.56300.32569393132569.39 953.0810028301 3.56300.3282670432826.7 953.0810028301 3.56300.32992915232992.92 953.0810028301 3.56300.31570127631570.13 953.0810028301 3.56300.32571058632571.06 953.0810028301 3.56300.32942452232942.45 953.0810028301 3.56300.33228908433228.91 953.0810028301 3.56300.33375467333375.47 953.0810028301 3.56300.33483721133483.72 953.0810028301 3.56300.33642104633642.1 953.0810028301 3.56300.33725210233725.21 953.0810028301 3.56300.33542011533542.01 953.0810028301 3.56300.33584147233584.15 953.0810028301 3.56300.33602800233602.8 953.0810028301 3.56300.33623618233623.62 953.0810028301 3.56300.33601967533601.97 953.0810028301 3.56300.33603299833603.3107859031723.24cm3/s528.7206s38.465cm/s13.7455222.857143 5.407F试验长度L m r H k10^-5 557.4995384801 3.5200557.4995384801 3.52000.45291517445291.52 557.4995384801 3.52000.65470906365470.91 557.4995384801 3.52000.65470906365470.91 557.4995384801 3.5200 1.309418126130941.8 557.4995384801 3.5200 1.636772658163677.3 557.4995384801 3.5200 1.636772658163677.3 557.4995384801 3.5200 2.618836253261883.6 557.4995384801 3.5200 2.291481721229148.2 557.4995384801 3.5200 1.887938785188793.9 557.4995384801 3.5200 1.905849114190584.9 557.4995384801 3.5200 1.789866955178986.7 557.4995384801 3.5200 1.805382663180538.3557.4995384801 3.5200 1.807248136180724.8 557.4995384801 3.5200 1.839517221183951.7 557.4995384801 3.5200 1.834082239183408.2 557.4995384801 3.5200 1.780279503178028 557.4995384801 3.5200 1.779373673177937.4 557.4995384801 3.5200 1.7539028175390.3 557.4995384801 3.5200 1.767759314176775.9 557.4995384801 3.5200 1.776709994177671 557.4995384801 3.5200 1.700091096170009.1 557.4995384801 3.5200 1.753992486175399.2 557.4995384801 3.5200 1.773992503177399.3 557.4995384801 3.5200 1.789418524178941.9 557.4995384801 3.5200 1.797310908179731.1 557.4995384801 3.5200 1.803140509180314.1 557.4995384801 3.5200 1.811669664181167 557.4995384801 3.5200 1.816145004181614.5 557.4995384801 3.5200 1.806279525180628 557.4995384801 3.5200 1.808548585180854.9 557.4995384801 3.5200 1.80955307180955.3 557.4995384801 3.5200 1.810674147181067.4 557.4995384801 3.5200 1.809508227180950.8 557.4995384801 3.5200 1.8095799761809585808343170833.6cm3/s2847.227s38.465cm/s74.02124290 5.67F试验长度L m r H k10^-5 1605.996471450156001605.996471450156000.0524077535240.775 1605.996471450156000.0757577427575.774 1605.996471450156000.0757577427575.774 1605.996471450156000.15151548415151.55 1605.996471450156000.18939435518939.44 1605.996471450156000.18939435518939.44 1605.996471450156000.30303096930303.1 1605.996471450156000.26515209826515.21 1605.996471450156000.21845730821845.73 1605.996471450156000.2205297522052.97 1605.996471450156000.20710921420710.92。
注水法试验记录表表C.0.3编号：THYS2009Ⅳ-01-02附：实测渗水量应按式计算q=W/(T*L)*1000q---------实测渗水量（L/min.km）W-------恒压时间内补入管道的水量(L)T--------从开始计时至保持恒压结束的时间(min)L--------试验管段的长度(m)硬聚氯乙烯管实测渗水量应小于或等于按下式计算的允许渗水量：q=3*Di/25*P/(0.3*a)*1/1440Di-----管道内径(mm)P-------压力管道的工作压力(Mpa)a--------温度---压力折减系数1.试验水温0°~25°时a取为1；2. 试验水温25°~35°时a取为0.8;3. 试验水温35°~45°时a取为0.63.供水管道水压试验记录供水管道水压试验记录注水法试验记录表表C.0.3编号：JHYS2009IV-05 -10附：实测渗水量应按式计算q=W/(T*L)*1000q---------实测渗水量（L/min.km）W-------恒压时间内补入管道的水量(L)T--------从开始计时至保持恒压结束的时间(min)L--------试验管段的长度(m)硬聚氯乙烯管实测渗水量应小于或等于按下式计算的允许渗水量：q=3*Di/25*P/(0.3*a)*1/1440Di-----管道内径(mm)P-------压力管道的工作压力(Mpa)a--------温度---压力折减系数1.试验水温0°~25°时a取为1；2. 试验水温25°~35°时a取为0.8;3. 试验水温35°~45°时a取为0.63.Welcome To Download !!!欢迎您的下载，资料仅供参考！。
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：
施工单位：昆明莲华豪源建筑工程有限公司试验负责人：
监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：。
抽水试验主要技术要求一、钻探技术要求：1、抽水孔的孔位应由地质、钻探、测量人员共同在现场确定。
2、钻探完成后应及时测量孔（管）口高程及孔位坐标，孔内所有测深均应从一个固定点算起。
3、抽水孔应采用跟管法钻进，也可采用能保证抽水孔平直，孔身附近不受扰动，孔壁不被覆盖和堵塞的其他钻进方法。
严禁采用泥浆和植物胶冲洗液钻进。
4、抽水孔孔径不宜小于200mm；过滤器直径不宜小于127mm，测压管内径不小于25mm。
5、取1-3组颗粒分析试验试样。
二、设备安装主要技术要求：1、下过滤器前，应用清水将孔内泥质物质冲洗干净，详细记录过滤器各部分的规格和实际长度（其中沉降管长度宜为2-3m）和实际下入深度，并及时绘制抽水孔结构图。
2、采用包网过滤器。
3、抽水孔的测压管应固定在过滤器外壁上，与过滤器同步下入孔内，并应采取适当措施，保证过滤器处于居中位置下到孔内预定深度。
4、抽水孔过滤器骨架的空隙率不小于30%。
5、抽水时，应将抽出的水排至影响范围以外。
6、用水表测定流量前，应准确测定起始读数。
三、抽水试验：1、采用单孔稳定流抽水试验，3次降深，以在抽水孔测压管内测得的降深为准，各次降深间的差值宜相等，降深宜从小到大，最小降深不宜小于0.5m。
2、试验前应对抽水孔进行清洗，直到水清、砂净、无沉淀时止。
3、洗孔后即可进行试验抽水，其降深宜逐渐增大，达到最大降深后的持续时间不应少于2h。
抽水试验过程中，应观测抽水孔出水量及水位变化，检查抽水设备运行是否正常；确定稳定流抽水的最大降深。
4、正式抽水前，静水位观测应每30min观测一次，2h内变幅不大于2cm，且无连续上升或下降趋势时，即可视为稳定。
5、试验时抽水开始后的第5min、10min、15min、20min、30min、40min、50min、60min，宜各观测一次动水位和出水量，以后每隔30min观测一次。
6、动水位稳定标准：采用地面离心泵和潜水电泵抽水时，抽水孔的水位波动不应大于3cm；采用空压机抽水时，抽水孔的水位波动值不应大于10cm。
抽水试验主要技术要求一、钻探技术要求：1、抽水孔的孔位应由地质、钻探、测量人员共同在现场确定。
2、钻探完成后应及时测量孔（管）口高程及孔位坐标，孔内所有测深均应从一个固定点算起。
3、抽水孔应采用跟管法钻进，也可采用能保证抽水孔平直，孔身附近不受扰动，孔壁不被覆盖和堵塞的其他钻进方法。
严禁采用泥浆和植物胶冲洗液钻进。
4、抽水孔孔径不宜小于200mm；过滤器直径不宜小于127mm，测压管内径不小于25mm。
5、取1-3组颗粒分析试验试样。
二、设备安装主要技术要求：1、下过滤器前，应用清水将孔内泥质物质冲洗干净，详细记录过滤器各部分的规格和实际长度（其中沉降管长度宜为2-3m）和实际下入深度，并及时绘制抽水孔结构图。
2、采用包网过滤器。
3、抽水孔的测压管应固定在过滤器外壁上，与过滤器同步下入孔内，并应采取适当措施，保证过滤器处于居中位置下到孔内预定深度。
4、抽水孔过滤器骨架的空隙率不小于30%。
5、抽水时，应将抽出的水排至影响范围以外。
6、用水表测定流量前，应准确测定起始读数。
三、抽水试验：1、采用单孔稳定流抽水试验，3次降深，以在抽水孔测压管内测得的降深为准，各次降深间的差值宜相等，降深宜从小到大，最小降深不宜小于0.5m。
2、试验前应对抽水孔进行清洗，直到水清、砂净、无沉淀时止。
3、洗孔后即可进行试验抽水，其降深宜逐渐增大，达到最大降深后的持续时间不应少于2h。
抽水试验过程中，应观测抽水孔出水量及水位变化，检查抽水设备运行是否正常；确定稳定流抽水的最大降深。
4、正式抽水前，静水位观测应每30min观测一次，2h内变幅不大于2cm，且无连续上升或下降趋势时，即可视为稳定。
5、试验时抽水开始后的第5min、10min、15min、20min、30min、40min、50min、60min，宜各观测一次动水位和出水量，以后每隔30min观测一次。
6、动水位稳定标准：采用地面离心泵和潜水电泵抽水时，抽水孔的水位波动不应大于3cm；采用空压机抽水时，抽水孔的水位波动值不应大于10cm。
表C.0.3注水法试验记录表:注水试验记录表表C.0.3注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 CS0+000～CS0+278（B0+334）管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接278米工作压力试验压力15min降压值允许渗水量(l/min·km)1.15MPa1.6MPa 0.01 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 JS0+000～JS0+294 管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接294米工作压力试验压力15min降压值允许渗水量(l/min·km) 0.6MPa1.0MPa 0 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 G0+000～G0+267 管道内径(㎜) 管材种类接口种类试验段长度 600 钢管焊接267 工作压力试验压力15min降压值允许渗水量(l/min·km)1.15MPa1.65MPa 0 MPa1.2 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量120：3520：40 5min1.341.02 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 B0+334（CS0+278）～B1+500 管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接1166米工作压力试验压力15min降压值允许渗水量(l/min·km)1.15MPa1.6MPa 0.01 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 B1+500～B2+760 管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接1260米工作压力试验压力15min降压值允许渗水量(l/min·km) 0.8MPa1.2MPa 0.015 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 B2+760～B3+834 管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接1074米工作压力试验压力15min降压值允许渗水量(l/min·km) 0.8MPa1.2MPa 0.013 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段 BB0+000（B3+834）～BB1+086 管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接1086 工作压力试验压力15min降压值允许渗水量(l/min·km) 0.6MPa 0.9MPa 0.01 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：昆明莲华豪源建筑工程有限公司试验负责人：监理单位：云南国开建设监理咨询有限公司设计单位：昆明给水工程设计院建设单位：呈贡绿园排水管网有限公司记录员：表C.0.3 注水法试验记录表工程名称建筑工程有限公司试验日期桩号及地段补充图二0+000（BB1+086）～1+121 管道内径(㎜) 管材种类接口种类试验段长度 400 PE管焊接1121米工作压力试验压力15min降压值允许渗水量(l/min·km)1.15MPa1.6MPa 0.01 MPa / 渗水量测定记录次数达到试验压力的时间恒压结束时间恒压时间恒压时间内补入的水量实测渗水量12 3 4 5 折合平均实测渗水量外观无渗漏现象评语水压试验验合格施工单位：建筑工程有限公司试验负责人：监理单位：建设监理咨询有限公司设计单位：给水工程设计院建设单位：绿园排水管网有限公司记录员：。
