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calcule geotehnice

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Index

breviar ape/xl/drawings/drawing1.xml#'Breviar-Ape'!A1Geotehnica/xl/drawings/drawing1.xml#Geotehnica!A1Hidraulica/xl/drawings/drawing1.xml#Hidraulica!A1Metoda cercului de frictiune (Taylor)/xl/drawings/drawing1.xml#'Cerc-Frictiune'!A1Breviar-Ape

Breviar de calculSisteme de alimentare cu apa acomunei Glavanesti, judtul BacauDeterminarea necesarului de apa la nivelul anului 2015

Nr. crt.Denumirea consumatoruluiNumar consum.N(i)Debit specific qs(i)Cof. var. zilnicaKzi(i)Cof. var. oraraKor(i)Timp de funct.TPerioada de funct.PDebit med. zi.QzimedDebit max. zi.QzimaxDebit orar. max.QormaxDebit orar. max.QormaxVolum anual

utilizatori(l/s) - - orezile/sapt.mc/zimc/zimc/oral/smcINevoi gospodaresti1Muncelu si Frumuselu33260.001.302.0024.007.0019.9225.902.160.609,452.042Glavanesti a)80100.001.302.0024.007.008.0010.400.870.243,796.003Glavanesti b)41660.001.302.0024.007.0024.9632.452.700.7511,843.52IINevoi publice1Muncelu si Frumuselu15020.001.202.0010.005.003.003.600.720.201,314.002Glavanesti a)5020.001.202.0010.005.001.001.200.240.07438.003Glavanesti b)12520.001.202.0010.005.002.503.000.600.171,095.00IIISector Zootehnic 1Muncelu si Frumuselu1.1.Bovine14960.001.252.0024.007.008.9611.210.930.264,089.831.2.Ecvidee6650.001.302.0024.007.003.324.320.360.101,575.341.3.Porcine26630.001.202.0024.007.007.979.560.800.223,489.982Glavanesti a)2.1.Bovine3660.001.252.0024.007.002.162.700.230.06985.502.2.Ecvidee1650.001.302.0024.007.000.801.040.090.02379.602.3.Porcine6430.001.202.0024.007.001.922.300.190.05840.963Glavanesti b)3.1.Bovine18760.001.202.0024.007.0011.2313.481.120.314,919.623.2.Ecvidee8350.001.182.0024.007.004.164.890.410.111,784.123.3.Porcine33330.001.152.0024.007.009.9811.480.960.274,190.78Total sector zootehnicMuncelu si Frumuselu481 - - - - - 20.2525.082.090.589,155.15Glavanesti a)116 - - - - - 4.886.040.500.142,206.06Glavanesti b)603 - - - - - 25.3829.852.490.6910,894.52

TOTAL 1963 - - - - - 43.1754.584.971.3819,921.19TOTAL 2 a)246 - - - - - 13.8817.641.610.456,440.06TOTAL 2 b)1144 - - - - - 52.8465.305.791.6123,833.04

Determinarea necesarului de apa pentru combaterea incendiului la nivelul anului 2015

Nr. crt.Denumirea consumatoruluiNr. jeturi simult.njHidrant interiorQiiTimp funct. QiiTiHidrant exteriorQieTimp funct. QieTeVolum de apa ViVolum consum VconsVol. rez. intangibilVRIDebit de refac. QRIDebit de refac. QRIVolum anual

jeturil/sminl/soremcmcmcmc/oral/smcINecesarul de apa pentru combaterea efectiva a incendiului 1Muncelu si Frumuselu22.5010.005.003.0054.5010.4364.932.710.75N/A2Glavanesti a)22.5010.005.003.0054.503.3857.882.410.67N/A3Glavanesti b)22.5010.005.003.0054.5012.1666.662.780.77N/A

Determinarea cerintei de apa la nivelul anului 2015

Nr. crt.Denumirea consumatoruluiNevoi gosp. NgNevoi publice. NgNevoi zooteh.NzNevoi incendiuNriNevoi propriiKsNevoi pierderiKpDebit med. zi.CzimedDebit max. zi.CzimaxDebit orar. max.CormaxDebit orar. max.CormaxVolum anual

l/sl/sl/sl/s - - mc/zimc/zimc/oral/smcICerinta de apa1Muncelu si Frumuselu0.600.200.580.751.031.0747.5860.158.462.3521,955.142Glavanesti a)0.240.070.140.671.031.1015.7319.994.561.277,296.593Glavanesti b)0.750.170.690.771.031.0758.2371.969.442.6226,266.39Determinarea volumului rezervorului de inmagazinare1Muncelu si FrumuseluV rez = 82.982Glavanesti a)V rez = 63.883Glavanesti b)V rez = 88.25

Debite caracteristice ale apelor uzate menajere

Nr. crt.Denumirea consumatoruluiNevoi gosp. NgNevoi publice. NgNevoi zooteh.NzNevoi incendiuNriDebit med. zi.UzzimedDebit max. zi.UzzimaxDebit orar. max.UzormaxDebit orar. max.UzormaxVolum anual

l/sl/sl/sl/smc/zimc/zimc/oral/smcIApe uzate menajere1Muncelu si Frumuselu0.600.200.580.7547.5860.158.462.3521,955.142Glavanesti a)0.240.070.140.6715.7319.994.561.277,296.593Glavanesti b)0.750.170.690.7758.2371.969.442.6226,266.39

Nr. crt.Denumirea consumatoruluiNevoi gosp. NgNevoi publice. NgNevoi zooteh.NzNevoi incendiuNriDebit med. zi.UzzimedDebit max. zi.UzzimaxDebit orar. max.UzormaxDebit orar. max.UzormaxVolum anual

l/sl/sl/sl/smc/zimc/zimc/oral/smcICaracteristici calitative ale apelor uzate la intrarea in staia de epurare1Muncelu si Frumuselu2Glavanesti a)3Glavanesti b)

Conditii

0Se admite ca un versant este stabil daca Fs 012

Cerc-Frictiunescara20.00start2Date topograficeCota baza taluzH0100.00mCota superioara taluzH1105.00mLungime bazaL5.00mInaltime taluz (Adancime critica)Hc5.00m

Panta taluzului 1:?m1.00Lungimea pantei naturale a taluzuluil7.07Lungimea pantei naturale a taluzuluil/23.54Jumatatea inaltimii taluzuluiHc/22.50

Punct de determinare a domeniului de plasare a centrelorInvestigatii geotehniceAdancimea stratului cu caracteristici fizico-mecanice superioareD13.50mDeterminari de laboratorUnghiul de frecare interioara14.00Coeziuneac20.00kPaGreutatea volumica20.20kN/mcDeterminari trigonometriceUnhgiul de inclinare al pantei taluzului cu orizontala45.00Unhgiul suprafetei de alunecare cu orizontala29.5038.08860
Ionel Barbu: Ionel Barbu:baza taluzului care face unghiul034.50Lungimea pantei suprafetei de alunecarel9.95Ns5.05

In conditii naturaleRazaR7.16Raza cercului de frictiune r1.73Greutatea Volumului de pamant supus alunecariiG209.83kN/mBratul fortei G, fata de centrul suprafetei de alunecared4.05mDistanta la care este aplicat vectorul de coeziunea8.62m

Cazul fara coeziuneRaza cercului de frictiune re = d4.05mUnghiul de frecare interioara necesar echilibrului fortelore34.43Coeziunea mobilizataC198.96kNCazul cu coeziune, fara Raza cercului de frictiune Coeziunea necesara asigurarii echilibruluiCe97.29120cn5.0712

Facorul de sigurantaFacorul de siguranta c/cmobFc3.95Facorul de siguranta tg /tg eF0.36

constructie grafica cercul de frictiuneconstructie grafica Fs dupa LazardO2.03- 0AX(20.00)(20.00)20.00(20.00)Y(20.00)(20.00)(20.00)20.00Baza2.00(7.16)12.00(7.16)Hc/24.500.344.505.34Hc12.00(2.16)12.00(7.16)B/24.500.34(4.50)0.34tg (40.00)(40.00)H0-H17.00(2.16)40.00(40.00)2.00(7.16)c(40.00)(40.00)H1-H17.00(2.16)(40.00)40.0012.00(2.16)c ef- 020.00Picior taluz(3.00)(7.16)7.2420.002.00(7.16)tg efl10.60(2.16)2.00(7.16)B2-A6R12.03- 02.00(7.16)B2-A7R22.03- 010.60(2.16)

Stabilitatea taluzului in stare naturala- 0- 09.18- 05.000.099.160.6210.000.179.071.2415.000.268.941.8520.000.358.752.4525.000.448.513.0230.000.528.223.5835.000.617.894.1140.000.707.514.6045.000.797.095.0650.000.876.635.4855.000.966.135.8660.001.055.606.2065.001.135.056.4970.001.224.476.7375.001.313.886.9180.001.403.277.0585.001.482.657.1390.001.572.037.1695.001.661.407.13100.001.750.787.05105.001.830.176.91110.001.92(0.42)6.73115.002.01(1.00)6.49120.002.09(1.55)6.20125.002.18(2.08)5.86130.002.27(2.57)5.48135.002.36(3.03)5.06140.002.44(3.46)4.60145.002.53(3.84)4.11150.002.62(4.17)3.58155.002.71(4.46)3.02160.002.79(4.70)2.45165.002.88(4.89)1.85170.002.97(5.02)1.24175.003.05(5.10)0.62180.003.14(5.13)0.00185.003.23(5.10)(0.62)190.003.32(5.02)(1.24)195.003.40(4.89)(1.85)200.003.49(4.70)(2.45)205.003.58(4.46)(3.02)210.003.67(4.17)(3.58)215.003.75(3.84)(4.11)220.003.84(3.46)(4.60)225.003.93(3.03)(5.06)230.004.01(2.57)(5.48)235.004.10(2.08)(5.86)240.004.19(1.55)(6.20)245.004.28(1.00)(6.49)250.004.36(0.42)(6.73)255.004.450.17(6.91)260.004.540.78(7.05)265.004.631.40(7.13)270.004.712.03(7.16)275.004.802.65(7.13)280.004.893.27(7.05)285.004.973.88(6.91)290.005.064.47(6.73)295.005.155.05(6.49)300.005.245.60(6.20)305.005.326.13(5.86)310.005.416.63(5.48)315.005.507.09(5.06)320.005.597.51(4.60)325.005.677.89(4.11)330.005.768.22(3.58)335.005.858.51(3.02)340.005.938.75(2.45)345.006.028.94(1.85)350.006.119.07(1.24)355.006.209.16(0.62)360.006.289.18(0.00)

CalculeBaza Taluz2.57(10.07)Determinari trigonometrice1.80(10.07)Unhgiul de inclinare al pantei taluzului cu orizontala33.69A-B2.57(10.07)Unhgiul suprafetei de alunecare cu orizontala26.00102510.07(5.07)034.50A-C2.57(10.07)Greutatea Volumului de pamant supus alunecariiG (kN/m)415.9823.8530.00(5.07)B-C10.07(5.07)30.00(5.07)O-M3.50- 0Inaltimea critica taluzHcr (m)5.0050025.07(15.07)Elevatie taluzB (m)(10.07)9A2.57(10.07)Distanta baza taluzA (m)2.57257B10.07(5.07)Lungime taluzL (m)7.50750C ()30.00(5.07)M25.07(15.07)RazaR (m)10.07Panta taluzului 1:?m1.50O3.50- 0O-A3.50- 0Pornire Profilcota- 002.57(10.07)O-C ()3.50- 030.00(5.07)M-OO1 . . . O5O13.75(2.53)a18.75a1.32O22.43(1.83)b21.25b1.50O31.10(1.12)h10.00h0.71O4(0.22)(0.42)M'0.4899573263O5(1.54)0.29M'28.0724869359

M-O1(1.54)0.2925.07(15.07)13.75(2.53)3.752.47H25.07(5.07)23.75(2.53)25.07(10.07)(1.25)(2.53)Stabilitatea taluzului in stare naturala2 H25.07(10.07)43.752.47Cote naturaleCote transformate la 0- 025.07(15.07)(6.25)2.470-1- 0184.950-1- 0- 05.00- 013.57- 04.5H25.07(15.07)3(6.25)2.4712.50186.1112.501.1610.000.0913.530.882.57(15.07)(1.25)(2.53)0-212.50186.110-212.501.1615.000.1713.411.75H/225.07(5.07)20.00189.2420.004.2920.000.2613.222.6125.07(2.53)0-320.00189.240-320.004.2925.000.3512.963.44H25.07(2.53)24.00189.2724.004.3230.000.4412.624.2525.072.470-424.00189.270-424.004.3235.000.5212.225.0326.25190.5626.255.6140.000.6111.755.77DC 89 Corbasca - Bacioiu26.25190.56DC 89 Corbasca - Bacioiu26.255.6145.000.7011.216.4731.75190.5631.755.6150.000.7910.627.120-631.75190.560-631.755.6155.000.879.977.7137.75190.0237.755.0760.000.969.278.250-737.75190.020-737.755.0765.001.058.538.7248.25192.2348.257.2870.001.137.759.120-848.25192.230-848.257.2875.001.226.949.4663.25193.3163.258.3680.001.316.119.720-963.25193.310-963.258.3685.001.405.259.9176.75194.7676.759.8190.001.484.3810.030-1076.75194.760-1076.759.8195.001.573.5010.0786.75196.5086.7511.55100.001.662.6210.030-1186.75196.500-1186.7511.55105.001.751.759.9195.50197.7195.5012.76110.001.830.899.720-1295.50197.710-1295.5012.76115.001.920.069.46105.00198.97105.0014.02120.002.01(0.75)9.120-13105.00198.970-13105.0014.02125.002.09(1.53)8.72105.00198.97105.0014.02130.002.18(2.27)8.250-14105.00198.9