AHE FINAL

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λ= 0.691188378 Forta val. expresi λ1= 0.179579004 FG 21969.46105 Hc= 145 FCG 1098.473052 Ham=Hc= 145 FCW 525.625 hav= 0 Fvam 1887.82428 f= 0.63 Fs 4576.971052 α*cs= 0.05 Fham 10512.5 m= 0.5 FG 10 2.4 γ= 1 λ+λ1= 0.870767382 Ks= 0.999999995170967 Nr. Ploturlj(m) zj(m) Aj(m2) Vj(m3) 1 20 13 73.57984 1471.59687558 2 16 26 294.3194 4709.110001856 3 16 40 696.6139 11145.8224896 4 16 58 1464.631 23434.091784384 5 16 71 2194.769 35116.306981296 6 16 87 3295.419 52726.706514864 7 16 97 4096.525 65544.402377904 8 16 108 5078.315 81253.045949184 9 16 124 6694.46 107111.354125056 10 16 137 8171.716 130747.463942064 11 16 148 9536.644 152586.309882624 12 18 145 9153.942 164770.95785895 13 16 143 8903.161 142450.577556144 14 16 137 8171.716 130747.463942064 15 16 130 7357.984 117727.7500464 16 16 124 6694.46 107111.354125056 17 16 110 5268.143 84290.2825776 18 16 92 3685.088 58961.400969984 19 16 85 3145.647 50330.3546796 20 16 70 2133.38 34134.0813744 21 16 57 1414.562 22632.985792944 22 16 34 503.3035 8052.856748736 23 20 21 192.0042 3840.08415462 1590896.361 γb=

Transcript of AHE FINAL

Ploturi+paramenti=0.691188378Fortaval. expresieval. Bratval. amval avQ=11221=0.179579004FG21969.4610478612.363893205276.23170150471.768298496m=0.49Hc=145FCG1098.47305239348.3333333333-19.98237458119.982374581g=9.81Ham=Hc=145FCW525.62561.5399113289-12.191127866712.1911278667hd=5hav=0Fvam1887.8242795554.45098333553.6399031181-53.6399031181b=46.2372790353f=0.63Fs4576.971051637521.043545065-72.50*cs=0.05Fham10512.548.3333333333-191.2333783015191.2333783015m=0.5FG10145-0.54573140060.5457314006b=2.433.4189924723=1hdmax=5+1=0.870767382Ks=0.9999999952conturul deversorului cu parament amonte verticalcalculul deversorului cu parament amonte inclinat la 45 0Nr. Ploturilj(m)zj(m)Aj(m2)Vj(m3)xyxyxyxy1201373.5798437791471.59687558intradosextradosintradosextradosintradosextradosintradosextrados21626294.3193751164709.11000185600.126-0.83100.63-4.15500.043-0.7900.215-3.9531640696.613905611145.82248960.10.036-0.8030.50.18-4.0150.10.01-0.7560.50.05-3.78416581464.63073652423434.0917843840.20.007-0.77210.035-3.860.20-0.72410-3.62516712194.76918633135116.3069812960.30-0.741.50-3.70.30.005-0.6891.50.025-3.445616873295.41915717952726.7065148640.40.007-0.70220.035-3.510.40.023-0.64820.115-3.24716974096.52514861965544.4023779040.60.063-0.6230.315-3.10.60.09-0.55230.45-2.768161085078.31537182481253.0459491840.80.153-0.51140.765-2.5550.80.193-0.43540.965-2.1759161246694.459632816107111.35412505610.267-0.3851.335-1.910.333-0.29351.665-1.46510161378171.716496379130747.4639420641.20.41-0.21962.05-1.0951.20.5-0.1262.5-0.611161489536.644367664152586.3098826241.40.59-0.0372.95-0.151.40.70.07573.50.37512181459153.942103275164770.957858951.70.920.3058.54.61.5251.71.050.4388.55.252.1913161438903.161097259142450.57755614421.310.693106.553.46521.470.86107.354.314161378171.716496379130747.4639420642.52.11.512.510.57.52.52.341.7112.511.78.5515161307357.9843779117727.750046433.112.51515.5512.533.392.761516.9513.816161246694.459632816107111.3541250563.54.263.6617.521.318.33.54.61417.523.052017161105268.142661184290.282577645.6152028.052546.045.422030.227.11816923685.08756062458961.4009699841916853145.64716747550330.35467962016702133.380085934134.08137442116571414.56161205922632.985792944221634503.3035467968052.856748736232021192.0042077313840.084154621590896.361

Goliri fundHr134m0.582z0500m10.248Q1 %01122m3/s0.03D00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.844.2hdmax5mm00.22412568910.29483584520.33898305080.37006908220.39339906710.41164988010.42635990620.43848948410.44867416380.45735347490.46484210330.47137178780.47711723170.48221278490.48676354770.49085297310.49454820110.49790388020.50096495730.50376874870.5063464997a4mQ00.36219101441.90583942924.93022259039.568609242715.893493483423.948401352133.76124642145.350824838758.73028587773.909117551790.8943444517109.6912818846130.3040278267152.735793623176.9891321141203.0660985907230.9683666306260.6973129479292.2540805303325.6396262955360.8547575251H*135v251.4655224398m3/s gratare0.25v10 intrare0.2l112.05m3/s aplatizare0.05 vana0.2aleg valorile profil0.1 iesire12Q gf1280.5m3/sD13.75mQ gf2140.25m3/sD22.65mQ gf393.5m3/sD32.23mm

Goliri fund00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.844.2

Q gf4 70.125Q(m3/s)D(m)

iteratiiCalculul adincimii contractateb150mQ1 %01122m3/shc00.43870632340.4393939430.43939502330.439395025q22.44m3/shdmax5mV04.7744680851m/sHr134mhc0.43870632340.4393939430.43939502330.4393950250.439395025H06.2780377189mv(coeficinet de viteza )0.975hc0.439395025mb47mbp1.5mnp2Calculul marimilor caracteristice ale saltului hidraulicLungimea sarituriih1=hc0.439395025h215.2853637789mh110.4204114262h1215.6271831385Sofranezls68.7841370051mls70.3223241231Bradley si Peterhals94.0049872403mls96.1071763016N Pavlovski1.1Fr665.5856910213Fr (50-160)Fr759.8814622605ls71.5069903872ls73.1780913422ls74.2298437694m=5-7aleg m=5ls76.0338585612V.A. Saumianls56.5623533111ls57.7295285175AivizianDE121.7964754191DE133.8122504194ls52.4072038863ls52.9217697805CertovsomFr >=10ls60.9794203285ls61.6900663107C IomondiFr >4ls61.9493804424ls62.9067858091ls64.5010269713ls65.7365126643Calculul dimensiunilor bazinului disipatorl1(2-3)l12.5ml266.8068593925mLt99.3548645629mld69.3068593925Adancimea bazinului disipatorh2=00F>=3.6633.663F5.1895.189F5.8245.824F6.0896.089F6.2006.200F6.2466.246F6.2656.265F6.2736.273F6.2766.276F6.2786.2786.278>=6.278Lungimea rizbermeilr57.5763973642m