Proiect Ahe Pana
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DATE INTRARE N 5 Denumire Valoare u.m Coef de rugozitate n 0.035 Panta medie im 0.035 - DATE HIDROLOGICE Debit modul 15 Debit max cu asig 1% 525 Inaltimea max a lamei deversante 4m Durata totala a viiturii 120 ore Durata de crestere a viiturii 24 36 DATE MORFOLOGICE Deschiderea vaii la cota retentiei L 455 m Inaltimea de retentie Hr 120 m Vol total al acum la cota retentiei Vt 475000000 mᶟ Volum util Vu 332500000 mᶟ Volumul mort si rezerva de fier Vm+Rf 142500000 mᶟ Curba de capacit a lacului de acum V DATE GEOLOGICE Grosimea stratului de aluviuni 3m Grosimea stratului de roca alterata 2m Inaltimea de garda 1m Coef de frecare dintre beton si roc f 0.6525 Rezistenta admisibila a rocii de fu 50 ETAPA I Curba de capacitate a 1865.616482 hav h [m] 0 10 20 0.00 0.74 4.50 Cheia limnimetrica h A P R m m m 0 0 0 0.000 0.5 5.1 13.75 0.371 1 12.25 18 0.681 1.5 21.45 23 0.933 2 32.55 27.25 1.194 2.5 45.05 30.5 1.477 3 58.55 33.75 1.735 3.5 71.25 37.25 1.913 4 93.25 48 1.943 4.5 117 57 2.053 5 141.75 60.25 2.353 5.5 167.07 63 2.652 Qm mᶟ/s Q1 % mᶟ/s hmax ttot tc hal hra hg σad daN/cm² V[m³]*10^6 m²
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Proiect amenajari hidroenergetice
Transcript of Proiect Ahe Pana
Foaie1DATE INTRAREN5DenumireValoareu.mCoef de rugozitaten0.035Panta medieim0.035-DATE HIDROLOGICEDebit modulQm15m/sDebit max cu asig 1%Q1 %525m/sInaltimea max a lamei deversantehmax4mDurata totala a viituriittot120oreDurata de crestere a viituriitc2436DATE MORFOLOGICEDeschiderea vaii la cota retentiei normL455mInaltimea de retentieHr120mVol total al acum la cota retentiei normVt475000000mVolum utilVu332500000mVolumul mort si rezerva de fierVm+Rf142500000mCurba de capacit a lacului de acumVDATE GEOLOGICEGrosimea stratului de aluviunihal3mGrosimea stratului de roca alteratahra2mInaltimea de gardahg1mCoef de frecare dintre beton si rocaf0.6525Rezistenta admisibila a rocii de fundatad50daN/cmETAPA ICurba de capacitatea1865.6164819202hav3.25
h [m]0102030405060708090100110120125V[m]*10^60.000.744.5012.9227.3048.7778.35116.97165.52224.83295.68378.83475.00528.19Cheia limnimetricahAPRcvQmmmmm/sm/s0000.0000.0000.0000.0000.55.113.750.37124.2182.75914.07314.0728202074112.25180.68126.7964.13650.6611.521.45230.93328.2415.102109.444232.5527.251.19429.4306.018195.8722.545.0530.51.47730.4906.933312.313358.5533.751.73531.3197.717451.8513.571.2537.251.91331.8338.236586.845493.25481.94331.9158.322776.0444.5117572.05332.2098.6331010.0885141.7560.252.35332.9509.4551340.2935.5167.07632.65233.61410.2411710.9466192.7765.752.93234.18110.9502110.7396.5219.1268.53.19934.68111.6052542.7817246.5772.253.41335.05812.1162987.4997.5275.2575.253.65835.46512.6903492.8018304.9278.253.89735.84113.2364036.0168.5335.25814.13936.20313.7794619.4549366.0583.54.38436.55214.3185240.9389.5397.3864.62036.87214.8275890.66910429.0588.754.83437.15315.2826556.9253.25525Determinarea inaltimii constructive a barajuluit5x2.6t [h]Qafl [mc/s]Va [mc]Va medhdVphdalfabq=q1max/b0000011.50.8034005828131.6669675263.987332661156010800005400000.55163000.399144170.934900852120.736997305885.52020403766.138900227210130.523490001714500110360392.03455920.86936807262.50.670157166561.19327669698.579373884515233.3419940032742001.515592260.45675830.803400582830.602879091446.55130279811.277879853920366.665988005399100220858691.07497020.73699730583.50.53516200936.941255829414.211752909125485.5873900076689002.526159769.15794110.670157166540.467004849430.235958101717.36343191883052594500009094500331495579.83474710.60287909144.50.398406544525.339319714820.718788266935516.7930060093753003.536866208.09559550.53516200950.329366027721.635090457724.266133808340454.281756008738100442271738.79260180.467004849445350630000072378004.547712256.64058320.398406544550281.550670005683500553187846.21783210.329366027755254.5458100048240006020036000004090500Hc130m65166.6299880032994007013524300002714400hdmax4m75114.8206640022482008091.216416001854000b30.23595810178481.41465200155340079309800ETAPA IICalculul eforturilor totale la piciorulCoef lamda1.11975Ecuatia 1xFortaBratamavb2.4Coef lamda11.7722511T libFG16612.75916217868.8549947556233.829992092778.17000790731Term lib-1.0511834324.7595010697-5.64605294841.6744356934FH845043.3333333333-193.7294812117193.7294812117f0.6525Cf 1 din -1.582719357-5.38124581383.1918050178-0.1126519418FV1734.267514783244.352343392756.9812163434-24.4103797153hc130t lib din 0.93876618170.50.1899263228-1.06375Fg10130-0.68779697470.6877969747*cs0.05Cf 1 din p2.505000563-0.12-0.0035502959Fcw422.555.25-12.33945740212.3502544272m0.5Cf 1 din p-2.9716068149-0.1217447441-2.38432160780.4944834557Fs3460.991492120517.7486743186-650hdmax 4mTlib din 0.8812819439Delta5.9257925763FCG830.637958108943.3333333333-19.043675822419.043675822410.2052387591Suma am0.0107970252279.5708366280.6139308248ks=1
nr crtzidelta l iA iVb i1101140.9584791967450.54327116362131269.2198298424830.637958108932212198.2390393122378.868471743942712298.58731334393583.047760126754412792.9561572489515.4738869757661121524.065010908918288.7801309072762.5121599.940593620819199.2871234497864121677.659307896520131.9116947584966121784.151353807921409.81624569521067121838.626131139522063.51357367441169121950.033194554523400.39833465451275122303.91445481427646.97345776761381122687.28582009532247.42984114011484122890.030292118634680.36350542371585.5122994.167225476235930.00670571481687123100.147290397737201.76748477211792123466.725679208141600.708150496918102124261.320175623951135.84210748719105124515.672331435454188.067977224520118125703.058643347568436.7037201721124126297.775761283575573.309135401722126.5126554.278237252878651.338847033223129.5126868.839357483482426.072289800424130126921.982984241183063.795810892925128.5126763.166481155981157.997773870826120125898.021004323870776.252051885127117125606.806217235367281.674606823228114125322.963956402263875.567476826329106.5124645.613106686955747.35728024263093123542.49886572242509.98638866353185122959.25012196135511.00146353263281.5122720.564584442332646.77501330793378122491.913874326829902.96649192143457.5121354.189718440616250.27662128783551.5121086.321264494313035.8551739314364012655.33566714717864.028005765372712298.58731334393583.0477601267381712.5118.37000487841479.62506098051365657.06865375
Foaie2f0.6525
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