DonneBV NPTPKSURFACE ( ha )LONGEUR DU DRAIN ( m )DENIVELLEE ( m )PENTE (m/m)OBSERVATIONPT2123205.7568652110.2864292.390.1385546531Chaba152503.51369735.311218.8190.5329470536Chaba7437438.3831911336.7669118.8690.0889227583Chaba87410711.304967444.715928.770.0646929871Chaba98511754.3058791704.8385336.9520.1976445276Chaba190612610.185159487.152229.3290.0602050037Chaba224714436.1984951540.2123313.5420.2035706376Chaba815535.3134011595.5523313.5080.1964887017Chaba306923.5572891055.9094157.7830.14942854Chaba1050.3030531174.1508179.620.1529786464Chaba118.216576372.730834.3730.0922193712Chaba1216.42465502895.4704152.5450.1703518062Chaba1341.25014384901.7707289.5380.3210771874Chaba
BVBassins versants > 100 haBV NPTPKSURFACE ( ha )LONGEUR DU DRAIN ( m )DENIVELLEE ( m )PENTE (m/m)1205.7568652110.2864292.390.1386Bassins versants < 100 haBV NPTPKSURFACE ( ha )LONGEUR DU DRAIN ( m )DENIVELLEE ( m )PENTE (m/m)23.51369735.311218.8190.5329338.3831911336.7669118.8690.0889411.304967444.715928.770.0647554.3058791704.8385336.9520.1976445276610.185159487.152229.3290.0602050037736.1984951540.2123313.5420.2035706376835.3134011595.5523313.5080.1964887017923.5572891055.9094157.7830.149428541050.3030531174.1508179.620.1529786464118.216576372.730834.3730.09221937121216.42465502895.4704152.5450.17035180621341.25014384901.7707289.5380.3210771874
OHMMPrcipitations maximales en 24 HPmax =83mmCoefficient de ruissellementK =0.43N du B.VA (Ha)i o/00K.PmaxA0.58 i0.42Q (l/s)1205.75686513935.69174.27622023.51369753335.6928.961033338.3831918935.6954.621950411.3049676535.6923.52839554.30587919835.6993.433334610.1851596035.6921.48767736.19849520435.6974.772668835.31340119635.6972.612592923.55728914935.6951.1818271050.30305315335.6980.252864118.2165769235.6922.698101216.4246550217035.6943.8715661341.2501438432135.6997.663486
ETUDE DE CONSTRUCTION DE LA LIAISON ROUTIERE ENTRE KHEMISSET ET OUED BEHT CALCUL DES DEBITS D'APPORT PAR LA FORMULE DE MAC MATH
Burkli-ZieglerPrcipitations maximales en 1 HPmax =10mmCoefficient de ruissellementC =0.6N duAi o/00QB.V(Ha)(m3/s)1205.7568651394.36223.513697532.9470536260.289338.38319188.92275833581.108411.30496764.69298714080.409554.305879197.64452761951.755610.18515960.20500369290.372736.198495203.57063763221.304835.313401196.48870174921.269923.557289149.42853998650.8751050.303053152.97864635451.554118.21657692.21937119230.3521216.42465502170.35180615690.6901341.25014384321.07718736041.612
ETUDE DE CONSTRUCTION DE LA LIAISON ROUTIERE ENTRE KHEMISSET ET OUED BEHT CALCUL DES DEBITS D'APPORT PAR LA FORMULE DE BURKLI-ZIEGLER
Rationnelle N duAi o/00LTemps de concentrationIntensitQB.V(Km)(Km)KirpichVanTeChowEspagnoleCalifornienneUS corpsGiandottiTurrazaVenturaMoyenne(m3/s)12.057568651392.1114.922.446.833.143.239.128.3294.134.854.618.7320.03513697532.9470536260.03531120.41.11.50.81.413.91.019.61.2307.61.8030.3838319188.92275833581.336766912.519.335.927.733.130.817.4158.626.762.54.0040.1130496764.69298714080.44471596.010.616.313.415.128.19.5100.915.582.41.5550.54305879197.64452761951.704838511.117.437.124.534.322.514.2126.525.563.95.7960.1018515960.20500369290.48715226.711.417.814.816.427.89.899.314.086.71.4770.36198495203.57063763221.540212310.116.234.122.431.520.011.8101.823.267.14.0580.35313401196.48870174921.595552310.516.835.323.432.620.212.1102.324.065.93.8890.23557289149.42853998651.05590948.514.027.118.925.021.010.695.819.174.12.91100.50303053152.97864635451.17415089.214.929.220.327.025.713.9138.421.170.55.91110.0821657692.21937119230.37273084.68.413.310.212.321.86.872.010.2102.11.40120.1642465502170.35180615690.89547047.112.123.215.821.518.08.374.916.280.62.21130.4125014384321.07718736040.90177075.69.920.712.519.117.38.386.514.186.65.95
ETUDE DE CONSTRUCTION DE LA LIAISON ROUTIERE ENTRE KHEMISSET ET OUED BEHT ACALCUL DES DEBITS D'APPORT PAR LA FORMULE RATIONNELLE
RcapitulatifPetits Bassins Versants:N duAi o/00LMAC MATHBURKLI-RationnelleValeur retenueB.V(Km)(Km)(*)ZIEGLER(m3/s)20.03513697532.9470536260.03531121.030.291.801.8030.3838319188.92275833581.33676691.950.294.004.0040.1130496764.69298714080.44471590.841.111.551.5550.54305879197.64452761951.70483853.330.415.795.7960.1018515960.20500369290.48715220.771.761.471.7670.36198495203.57063763221.54021232.670.374.054.0580.35313401196.48870174921.59555232.590.5703.883.8890.23557289149.42853998651.05590941.830.0762.912.91100.50303053152.97864635451.17415082.860.0765.915.91110.0821657692.21937119230.37273080.810.0761.401.40120.1642465502170.35180615690.89547041.570.0762.212.21130.4125014384321.07718736040.90177073.490.0765.955.95N duAi o/00LBURKLI-RationnelleValeur retenueB.V(Km)(Km)ZIEGLER(m3/s)12.057568651392.114.36218.7311.546
ETUDE DE CONSTRUCTION DE LA LIAISON ROUTIERE ENTRE KHEMISSET ET OUED BEHT CALCUL DES DEBITS D'APPORTRECAPITULATIF
dbit des buses et dalotssimpledoubletripleBuse ou dalotD-LHDbitx2x3x4x5x6x7Buse 8000.7041.4082.1122.8163.5204.2254.929Buse 10001.2302.4603.6904.9206.1507.3808.610Dalot1.601.604.4918.98313.47417.96522.45626.94831.439Dalot2.002.007.56015.11922.67930.23837.79845.35752.917Dalot2.502.5012.72425.44838.17150.89563.61976.34389.067Dalot3.003.0019.47038.94158.41177.88197.352116.822136.293Dalot3.503.5027.89955.79783.696111.595139.493167.392195.291Dalot4.004.0038.09876.195114.293152.391190.488228.586266.683Dalot4.504.5050.148100.296150.444200.592250.740300.888351.036Dalot5.005.0064.124128.248192.372256.496320.620384.745448.869
DIMMENSIONNEMENTN O.HB.V nPTPKDbit vacuerO.H projeteDbit capableObservation1100080+11.546dalot DOUBLE 1,8*1,811.82OK233258.911.802 buse 10002.460K351418.824.00Dalot simple 1,6*1,64.49OK53437.66Buse 800OK56455.22Buse 800OK465526.551.552buse 10002.46OK84682.33BUSE 800OK86701.6192762.7694778.135107867.055.79Dalot simple1,8*1,85.92OK1361044.51BuSE 800OK1471156.731511185.7460166+1309+1.762buse 10002.46ok0173+1346+0175+1365+0183+1429+0187+1451+0192+1475+7194.001499.994.050dalot Simple 1,5*1,64.21OK206.001620.9382131667.863.880dalot Simple1,5*1,604.04ok92341805.402.91Dalot simple 1,4*1,32.98OK2391852.852481960.61AXE2257259102625.91Dalot simple1,8*1,85.92ok276283286302308310313332336344113591.42buse 10002.46ok123662.212buse 10002.46382389134055.95Dalot simple1,9*1,86.24ok
ETUDE DE CONSTRUCTION DE LA LIAISON ROUTIERE ENTRE KHEMISSET ET OUED BEHT LISTE DES OUVRAGES HYDRAULIQUES
