续表P= 1.0P = 1.5P= 2.0P = 2.5P= 3.0组次L段L, 段L 段I,段总计Ie 段I,段L4 段总计L 段L, 段L段总计1段L, 段I,段总计1段I,段L 段总计6111.41 ( 12.14)15.8328.8715.5171.6220.2131.2115.5178.3425.4434.8615.5887.2932.2336.4215.5895.64629.91 ( 10.64)19.2928.9214.1772.2923.5931.6314.1779.3029.8435.0314.2489.0237.8536.6414.2498.646310.05 ( 10.74 )22.5031.3215.0178.8827.9533.8815.0186.8934.8137.5115.0197.3844.1338.8615.01108.05649.91 ( 10.55 )24.8531.3915.3881.5330.5834.3315.3890.2038.0138.0315.38101.3348.2939.4115.38112.996510.37 ( 11.00 )27.6333.7416,5988.3334.7636.5116.5998.2342.5840.6916.62110.2655.3942.1616.62124.546610.13 ( 10.68 )21.2430.5616.4078.3328.7834.9316.4490.2834.5337.4116.4498.5143.1941.7116.53111.5655.5543.2216.53125.43Q = 5.06711.84 ( 12.69 )16.8730.7916.1375.6321.0233.5416.1382.5326.4837.3216.1791.8133.6938.9416.17100.646810.56 ( 11.31 )20.4031.5415.0477.5425.0834.0615.0484.7431.2038.8915.1495.7938.8439.2615.14103.806910.62 ( 11.33 )23.0132.4415.5781.6428.3535.3715.5789.9136.2739.4115.57101.8745.2540.7915.57112.237010.99 ( 11.68 )26.2634.4116.7488.4032.1637.5116.7497.4041.0242.0216.80111.8352.0743.4916.80123.357110.68 ( 11.26 )28.8935.4217.0592.0435.6138.7417.05102.0845.3643.9916.81116.8457.2244.7816.81129.4972 10.79 ( 11.30 )29.3636.7616.4693.3736.8239.1516.46103.2246.3244.9216.52118.5559.6045.5116.52132.427312.32 ( 13.12 )17,1331.8216.6577.9221.1634.2716.6584.4026.5938.1316.6993.7333.8539.7016.69102.567411.03 ( 11.77 )20.4131.7715.5778.7825. 1234.6115.5786.3331.8539.1815.6197.6740.4140.4515.61107.507511.11 ( 11.86 )23.8133.8416.4585.2129.3036.4916.4593.3536.6940.9516.45105.2046.5942.3616.45116.517611.16 ( 11.87 )26.5634.8717.0089.5932.6737.6117.0098.4441.2442.4917.03111.9252.3643.9617. 03124.517711.38 ( 12.04 )29.4236.5017.9895.2837.0339.7617.98106.1545.9644.4418.02119.8058.0545.9818.02133.437811.40 ( 11.96 )29.6438.0918.6097.7337, 3741.8218.60109.1947.6646.6918.63124.3860.3348.3118.63138.677913.23 ( 14.10 )17.5032.6617.9081.2921.5535.4417.9088. 1227.2339.6817.9498.0834,9041.7217.94107.798011.93 ( 12.73 )20.8933.0116.8682.6925.9135.8916.8690..5932.7740.5516.90102.1541.6042.2716.90112.708112.01 ( 12.83 )24.1934.9317.8588.9829.9338.2917.8598.0837.0442.7217.96109.7348.5744.9117.96123.458211.79 ( 12.55 )26.8635.5616.9891.1933.2138.6416.96100.6241.5143.2816.98113.5652.6645.1316.98128.568311.91 ( 12.63 )29.6937.3018.9497.8437.9140.5118.94109.2746.4945.6319.01123.0458.9947.1919.01137.108411.85 ( 12.45 )30.0539.2919.92101.1138.3842.3419.92112.4948.4648.0019.96128.2761.0549.2919.96142.15259

（厘米)，m集道过坡系数，i—集道比降，n一巢道稳率，b一集道水深（厘米)，—平均流速（米/秒)，h一缺日底觉（厘米)，n一缺日边披系数，L一进日段长度（厘本

续表组次b,n,L组次b,n,L组次b,n,组次n.L组次n,L组次h,n,L,8 1200.5021 1410.4535 1520.3549 1580.2064 1370.4578 1330.658 2170.5520521 2360.5043035 247 0.4043049 2510.2554064 2310.5050078 25058 ~ 321 3320.5535 3410.4549 3440.3064 378 322 1350.5536 1420.4550 1600.3065 1330.5079 1600.15Q = 1.022 2300.6034536 2370.5042550 2530.3549565 2270.5549579 2510.2063522 3280.6536 3310.5550 3470.4065 378 3430.2591390.2523 1310.6537 1380.6051 1500.4066 1300.6080 1580.259 2350.3028023 2260.7033537 2320.6540051 2440.4548566 247580 2500.305859 3320.3523 320.7537 3270.7051 3370.5066 380 3420.3510 1390.4024 1460.2038 1340.7052 143 0.5081 1450.3510 2350.4526024 2420.2542038 2290.7539052 2370.55475Q = 5.081 2380.4057510 ~ 3320.5024 30.30 38 3230.8052 3300.6081 3300.4511 1300.5525 1420.3039 1500.2053 1360.6067 1620.2082 1470.4011 2260.6025525 2360.3537539 2430.2549053 2300.6546567 2540.2560082 2390.4555511 3230.6525 3310.4039 3370.3053 367 30.3082 332 0.5012 1280.6526 1380.4040 1520.3054 1340.7068 1610.3083 1380.5012 2250.7024526 2330.4537040 2460.3544554 2280.7544568 2550.3555083 2310.5554012 3220.7526 3280.5040 30.4054 368 3480.4083 313 1260.7527 1320.5041 1420.4055 1600.1569 1540.4084 1340.6013 220.8024027 2270.5536041 2360.4544055 2520.2056069 2470.4553584 251513 3190.8527 3230.6041 3300.5055 3450.2569 3400.5084 3注：Q一流量（米"/秒)，b一集道底宽（米)，B一集道边坡系数，i一巢道比降，I—巢道糙率，h一巢道水深（厘米），V一平均流速（米/秒）b,一缺口底宽（厘米),n一缺口边坡系数，L进口段长度（厘米)。· 263 ·

续表Q = 2.0缺口组次院坡P= 1.0P= 1.5P= 2.0P = 2.5P= 3.0P = 3.5P = 4.0P = 4.5P= 5.0水深坡比hBdB14LsBdBdL,LsBLsLsBdLBdLsLsB..Bd24 n2201101061032011510640420 12066052012510680 620130 106907201351070082014010710320l4s10720102015072024 b13933010590 480125106206301301064078013510 6609301401067010801451068012301501069013801551069015301601070049024 ~ e44013010580640135106008401401062010401451064012401501065014401551066016401601067018401651067020401701068025010025640350105256604501102569056011530710660120307207601253073086013030730960135307401060 1403074025 b124 360105206205101102065067511525670825120256909751252570011251302571012751352572014252573015751452573043025 c4601101560068011520 63088012020 660108012520 670 128013020 690150013525700170014025710190025710210015072026 a2709035 6703709535700470100357205701053574067011035 75077011535760870120357609701253577010701303577026 b123390953065054010030680690105307008551103572010051153s730115512035740130512535750145513075016051354576043026 c500100256307001052567092011030690112011530700132012030720152012530730172013030730192013530740212014030740 27 n290 80457104008550 740500S7 507606009550 77070010050790800105509001105080010005011001205080012042085406905857207359s7408851007601035105457601185110457701335115as7801485780163512545790420 27 c5409035 67076040 70096010040720116010540 730136011040750156011540760176012040 76019601254077021601304077031075557304108055760510 8555 780 61090558007109555800810100558109101055582010101105582011101155582028 b11745080507106008550 740 750 507609009550 770105010050 7801200105507901350110508001500115 50800165012050800410X580854568078090457109809545740118010045750138010545760158011045770178011545780198012045780218012545790269

续表Q = 2.0缺口组次院坡P= 1.0P= 1.5P= 2.0P = 2.5P= 3.0P = 3.5P = 4.0P = 4.5P= 5.0水深坡比sBdBdLLsBdBdL,LsBdLsLsBdLBdLsB..d2201151061032012010640420 1251066052013010670 620 135106807201401069082014510700920150 10710102015571029 b14533010590 480130106206301351064078014010650 93014510 660108015010 6701230155106801380160 1069015301651069051044013510580640140106008401451062010401501063012401551064014401601065016401651066018401701067020401751067030 a22010510620320110106504301151567053012015690630125700 7301301571083013515720930140157201030 1451573030 b134 33011010600480IIs106306301201066078012510 670g301301069010801351070012451401571013951571015451501572047030 c44011510590 640120 10620840 125106401040130106601240135106801440140106901640145106901840 15010700204015510 71031 a2409520 65035010025680450 105257105501102572065011525 730 75012025740850125257509501302575010501352576031 b131 3451564051010520660 6601102069081011520700960120207201110125207301260130730141013520740156014020740460ye440105106206601101565086011515670106012015690128012520700 14801302071016801352072018801402073020801452073032 I280 80407103808540 740490 S745 7605909545 78069010045790790105458901104580099045109013045&0032 b126405356905553572072074087010075010201054077011701104078013201154078014701204078016201254079044032 c5209030 67072030 7009401003572011401053s74013401103575015401153576017401203s77019401253577021401303577033 a3007550 7304008050 76050085 50 78060090 5080070095 50 8008001005081090010550820100011050820110011550 82033 b12443580457105858545 740 73590457608859545 770103510045 7901185105457901335110ts8001485115800163512045800430X560854069076090407209609540740116010040750136010540770156011040770176011540780196012040780216012540790270

续表Q = 3.0缺口组次院坡P= 1.0P= 1.5P= 2.0P = 2.5P= 3.0P = 3.5P = 4.0P = 4.5P= 5.0水深坡比sBdBLLsBdBdL,LsBdLsLsBdLBdL,LsBLBd39 a2201301071032013510730420 1401076052014510780620 15010790720155108108201601082092016510820102017083039 b163330140 10690480145107106301501074078015510 76093016010 77010801651078012301701079013801751080015301801081057039 c44015010670640155107008401601072010401651074012401701075014401751076016401801078018401851078020401901079040 a250115257403601203077046012530800560130308206601353083076014030850870145358601070155358609701503587040 b/1483601202072052512525760675130257808251352580099014030820114014530830129015030840144015530&5015901603086052040 c46012515710680130 20 74088013520 770110014079013001452580015001502582017001552583019001602584021001652584041 a28011040780380105820490110458505901154587069012045 88079012545890890130459009901354591010901404591041 b14740510535770555110358007201154083087012040850102012540860117013040880132013540890147014040890162014540900510 41 c52011030750720115307809401203581011401253583013401303585015401353586017401403587013401453588021401503588042 a32090608304209560860520100 6089062010560910720609208201159309201206094010201256095011201306095042 b141 450508106151008407651055s87091511089010651155590012151209101365125559201515130 s593016651355593049042 c5801004579080010550 82010001108501200115 50 870140012050 8801600125 508901800130900200013550910220014050 91043 a3408570 86044090708905407091064010070930740 10570940840110709509401157096010401207097011401257097043 b13748090608306459565860795100658909451056s91010951106592012451156593013951206s940154512565940169513065950480X62095 55810820100558401040105608701240110608901440115609001640120609101840125609202040130 60930224013560930272

续表Q = 3.0缺口组次院坡P= 1.0P= 1.5P= 2.0P = 2.5P= 3.0P = 3.5P = 4.0P = 4.5P= 5.0水深坡比hsBdB14LsBdBdL,LsBLsLsBdLBdLsLsB..Bd44 a2201401070032014510720420 15074052015510760620160 1078072016510790820170108009201751081010201801081044 b16833015010680480155107006301601073078016510 74093017010 76010801751077012301801078013801851079015301901079059044 c44016010670640165106908401701071010401751072012401801074014401851075016401901076018401951077020402001078045 a230120157303301251576044013020780540135208006401402082074014520830840150208409401552085010401602086045 b15633012510710480130107406451351577079514015795945 1451581011101502082012601552083014101602084015601652084055045 c4401301070064013510730840 140107501060145157701260 1501579014601s800166016015810186016515820206017083046 a260307803701103580047011535830570120358506701253587077013035880880135408909801404089010801454090046 b151 375110257605401153079069012030810840125308301005130358501155135358601305140358701455 1453588016051503588053046 c4801152074070012025770900125258001120130 30820132013530830152014030850172014530860192015030860212015530870 47 a290954581039010045840500 105 50870600110508907001155090080012050910900125509201000130 50930110013550930 47 b1484201004079057010540820735110458508851158701035120458801185125458901335130as900148513591016351404591052047 c54035 7707401103580096011540830116012040850136012540860156013040880176013540 8801980140 4589021801454590048 ~ a3109055 8304209560860520100 60 8906201056091072011060920820115 60930920120609401020125609501120130 6095048 b142450955081060010050 84076510555870915110890106511555 9001215120559101365125Ss920151513055930166513555930500X58010045790780105458201000110508501200115508701400120508801600125508901800130509002000135509102200140 50910273 *

续表Q = 4.0缺口组次院坡P= 1.0P= 1.5P= 2.0P = 2.5P= 3.0P = 3.5P = 4.0P = 4.5P= 5.0水深坡比LhsBdL,LsBdLBdIsBdL,LsBL,LsdLBdL,LsBdLBdL,54 ~ a3908595100049090951030 59095951060690100951080790105951090 890110951100990115951110169012095112011901259s112054 b1485559085970720901000870100901030102010590105011701109010701320115901080147012090109016201259010901770130901100520 54 cX72095809509201008098011201058010001320110S0103015201158010401720120801060192012580106021201308010702320135801080320165107904201701081052017510830 6201801085072018510860820190108709201951088010202001089055 ~ b/187480 175107706301801079078018510810930 19010 830108019510840123020010850138020510860153021010870650 55 cX64018510750840190107801040195107901240200108101440205108201640210108401840 21510850204022010 86056 a25012525 830350130258604601353089056014030 91066014530 98077015035950870155359609701603597010701853s98056 b171345 13515800510 14020830 660145208608251502588097515525900112516025920127516525930142517025940157517525950600ye440145107706401501080086015515830106015015850128016520870148017020890168017590018801802091020801852092057 a2801104089039011545920490 12045950590125ts97068013045990790135451000890140ts101099014545 1020109015045103057 b17039012030850555125s8D705130910855I.35930100514035950117014540970132015040970147015540990182016040990600 57 c4801302081070013525850900140258801120145 30 900132015030920152015530930172016030 940198016530950212017030 96058 a3201006093041010560960520 110 60 990620115601010720120601030820125 6010409201306010501020135601060112014060106058 b1644651055591061511055 94076511555970915120990106512555 1000121513055102013651355510301515140 5510401665145551040570X58011045890800115509201000120509501200125509701400130509901600135501000180014050101020001455010202200150501020275 *

管材标准续表Q = 4.0缺口组次院坡P= 1.0P= 1.5P= 2.0P = 2.5P= 3.0P = 3.5P = 4.0P = 4.5P= 5.0水深坡比hsBdL,LsBdLLsBdBdL,LsBL,LsdLBdL,LsBBd59 a340957096044010070990540 1051010640110701030740115701050 84012070106094012570107010401307010701140135108059 b159495100659306451056596079511065990945115651010109512065 103012451256510401395130105015451356510501695140 65106056059 ~ cX620105559108401106094010401156D9601240120609901440125601000164013060102018401356010302040140601040224014560104060 ay37090859804709585101057010085103067010585105077011085107087011585108087012085109010701258511001170130s5110060 b154 5257595067510075980825105751010 97511075103011251157510501275120751060142512575107015751301510701725135751080540 60 c680100709308801057096010801107098012801157010101480120701020168012570104018801307010502080701060226014070 106061 aX32017010790420 17510810520180108306201851084072019010860820195108709202001088010202051089061 b1944801801077063018510790780190108109301951083010802001084012302051085013602101086015302151087068061 cX640190107608401951078010402001079012402051081014402101082016402151083018402201084020402251085062 n2301301582034013520&50440 14020880540145209006401502092075015525930850160259409501652595010501702596062 b177330140 10780480145108206451501585079515515870945 1601589010951651s90012601702092014102093015601802094062062 c440150107606401551079084016010820104016510 8401240170108601440175lo880164018010890186018515900206019091063 a2701153587037012035900470 125359305801304095088013540 97078014040980880145 40990980 1504010001080155101063 b1743751252583052513025 8706751352589084014030 92089014530 93011401503095012901553096014401603097015901653098061063 cX4601351580066014015830880145208601080150 20880128015520 900150016025890170016525930190017025940210017525950276

P一跌差(米); 0一流量(米’/秒) 回、b.、b。一见跌水（冠形断面沉虚池）急增断面尺寸表中图示

表 2~5 砌石陆坡 ( 矩形断面消能池) 工程量表 (一

P一跃（米） 段一民播段 段一消服池股 L段一出口段