DirlosCalculul necesarului de apa pentru localitatea Dirlos655alimentare cu apa doar de la cismelele stradaleNumar de locuitori294538Numar de locuitori in prezent2008180Numar de locuitori in perspectiva2332Numar de animaleNumar de bovine400Numar de porcine420Numar de cabaline40Numar de agenti economiciNumar de agenti economici17Numar de copii in scoli si gradiniteNumar de copii in scoli155Numar de copii in gradinite49Total204Numar de rezidenti in case de odihnaNumar de rezidenti in case odihna0Nevoi gospodarestiDebite specifice si coeficienti1)debitul specific de apa pentru nevoi gospodaresti, pentru zone avand instalatii interioare de apa rece, calda si canalizare, cu preparare individuala a apei caldeQ g =50l/om, zi2)coeficientul de variatie zilnica (abaterea valorii consumului zilnic fata de medie)K zi =1.33)coeficientul de variatie oraraK o =2.44)coeficientul de servitute pentru acoperirea necesitatilor proprii ale sistemului de alimentare cu apaK s =1.055)coeficient pentru acoperirea pierderilor de apa in obiectele sistemului de alimentare cu apa pana la bransamentele utilizatorilorK p=1.07Debite caracteristice1)Q zi med =116.6mc/zi=4.8583333333mc/h=1.349537037l/s2)Q zi max =151.58mc/zi=6.3158333333mc/h=1.7543981481l/s3)Q orar max =15.158mc/h=4.2105555556l/sNevoi agrozootehniceDebite specifice si coeficienti1)debit specific pentru bovineQbovine=60l/cap.zi2)debit specific pentru porcineQporcine=30l/cap.zi3)debit specific pentru cabalineQcabaline=50l/cap.zi4)coeficient de neuniformitate zilnica bovineKzi bovine=1.255)coeficient de neuniformitate zilnica porcineKzi porcine=1.26)coeficient de neuniformitate zilnica cabalineKzi cabaline=1.3Debite caracteristice1)Q zi med bovine =24mc/zi=1mc/h=0.2777777778l/sQ zi med porcine =12.6mc/zi=0.525mc/h=0.1458333333l/sQ zi med cabaline =2mc/zi=0.0833333333mc/h=0.0231481481l/sQzi med=38.6mc/zi=1.6083333333mc/h=0.4467592593l/s2)Q zi max bovine =30mc/zi=1.25mc/h=0.3472222222l/sQ zi max porcine =15.12mc/zi=0.63mc/h=0.175l/sQ zi max cabaline =2.6mc/zi=0.1083333333mc/h=0.0300925926l/sQzi max=47.72mc/zi=1.9883333333mc/h=0.5523148148l/s3) Q orar max=4.772mc/h=1.3255555556l/sNevoi publice socialeDebite specifice si coeficienti1)debit specific pentru agenti economiciQae=60l/cap.zi2)debit specific pentru copii din gradinite si scoliQc=20l/cap.zi3)coeficient de neuniformitate zilnicaKzi=1.3Debite caracteristice1)Q zi med =5.1mc/zi=0.2125mc/h=0.0590277778l/s2)Q zi max =6.63mc/zi=0.27625mc/h=0.0767361111l/s3)Q orar max =0.663mc/h=0.1841666667l/sNevoi zona turisticaDebite specifice si coeficienti1)debit specific pentru rezidenti in case odihnaQr=200l/cap.zi2)coeficient de neuniformitate zilnicaKzi=1.3Debite caracteristice1)Q zi med =0mc/zi=0mc/h=0l/s2)Q zi max =0mc/zi=0mc/h=0l/s3)Q orar max =0mc/h=0l/sNecesar de apa1)Qn zi med =160.3mc/zi=6.6791666667mc/h=1.8553240741l/s2)Qn zi max =205.93mc/zi=8.5804166667mc/h=2.3834490741l/s3)Qn orar max =20.593mc/h=5.7202777778l/sCerinta de apa1)Qs zi med =180.09705mc/zi=7.50404375mc/h=2.0844565972l/s2)Qs zi max =231.362355mc/zi=9.640098125mc/h=2.6778050347l/s3)Qs orar max =23.1362355mc/h=6.4267320833l/sApe uzate1)Q zi med =136.72995mc/zi=5.69708125mc/h=1.5825225694l/s2)Q zi max =177.748935mc/zi=7.406205625mc/h=2.0572793403l/s3)Q orar max =17.7748935mc/h=4.9374704167l/sIncendiuIncendiu exteriorQie5l/sTie3OreVie54McIncendiu interiorQii5l/sTii10MinVii3McVolumul de apa necesar pentru combaterea efectiva a incendiuluiVi=54mcconform P66/2001Volumul de apa necesar pentru consumul la utilizator pe durata stingerii incendiuluiV cons=a Qn orar max Tie=43.2453mca=0.7Rezerva intangibila de incendiuVri =Vi=54mcDebitul de refacere a rezervei de incendiuQri =Vri / Tri=2.25mc/hTri=24hVolum rezervorVolumul de compensareC =50%Vcomp =c x Qn zi max=102.965mcVolum total rezervorV =Vri + Vcomp=156.965mcDebite de dimensionare si verificare pentru obiectele sistemului de alimentare cu apa1) de la captare la statia de tratare (QIC)QIC=Kp Ks Qn zi max + Kp Ks Qri=12.167973125mc/h=3.3799925347l/s2) intre statia de tratare si rezervoarele de inmagazinare (Q'IC)Q'IC=QIC/Ks=11.5885458333mc/h=3.2190405093l/s3) aval de rezervoare (QIIC)QIIC=Kp Qn or max+Kp suma(njQii)=41.29451mc/h=11.4706972222l/s22.03451mc/h=6.1206972222l/s0.01751251480.00934457591.76876399925.350.19263766331.5761263359

alexandrau:la retele noi (sub 5 ani) pierderile nu vor fi mai mari de 15%;la retele existente pana in 35%alexandrau:cantitatea de apa necesara pentru spalarea rezervoarelor nu depaseste 0,5%alexandrau:se ia din tabelul 3/SR1343 (pg 9) in functie de nr de locuitorialexandrau:se ia din tabelul 1/SR1343 (pg 5) in functie de gradul de dotare al zoneialexandrau:se ia din tabelul 1/SR1343 (pg 5) in functie de gradul de dotare al zoneialexandrau:Qzimed=Ni*Qg/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax*Ko/24alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:Qzimed=nr.animale*Qspecific/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimed=nr.animale*Qspecific/1000alexandrau:Qzimed=nr.animale*Qspecific/1000alexandrau:Qzi med bovine+Qzi med porcine+Qzi med cabalinealexandrau:Qzi max bovine+Qzi max porcine+Qzi max cabalinealexandrau:Qzimax*Ko/24alexandrau:din SR1343-1/2006 tabel 2,pg. 6alexandrau:din SR1343-1/2006 tabel 2,pg. 6alexandrau:conform SR 1343-1/2006 va avea valoare similara zonelor de locuit (tabel1)alexandrau:Qzimed=sum(Ni*Qspecific)/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax*Ko/24alexandrau:din SR1343-1/2006 tabel 2,pg. 6 (pt case de odihna 200 l/unitate.zi iar pt casute de odihna 110 l/unitate.zi)alexandrau:conform SR 1343-1/2006 tabel 1alexandrau:Qzimed=Ni*Qspecific/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax*Ko/24alexandrau:suma Q zi medalexandrau:suma Q zi maxalexandrau:suma Q orar maxalexandrau:Qn zi med*Ks*Kpalexandrau:Qn zi max*Ks*Kpalexandrau:Qn orar max*Ks*Kpalexandrau:Qs zi med*0,8conform STAS 1846-90alexandrau:Qs zi max*0,8conform STAS 1846-90alexandrau:Qs orar max*0,8conform STAS 1846-90alexandrau:a=0,7 pt retele de joasa tensiune a=1 pt retele de inalta tensiunealexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax=Qzimed*Kzialexandrau:Nialexandrau:fara nevoi gospodarestialexandrau:fara nevoi gospodaresti

calcul presiuniNr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-R5.48110960.760.0060013217.931.199.11311.086364.00052.9162.03-6.20B4.50Calcul presiune aductiuneB-15.48110960.760.0060090.050.010.06310.786310.778-0.010.054.491-25.48110960.760.00600320.190.030.22310.778309.973-0.80-0.584.552-35.48110960.760.00600600.360.050.41309.973308.988-0.99-0.574.613-45.48110960.760.00600450.270.040.31308.988308.174-0.81-0.504.664-55.48110960.760.00600490.290.040.34308.174307.383-0.79-0.454.715-65.48110960.760.00600480.290.040.33307.383306.330-1.05-0.724.786-75.48110960.760.00600380.230.030.26306.330305.335-1.00-0.734.857-85.48110960.760.00600350.210.030.24305.335304.800-0.53-0.294.888-95.48110960.760.00600740.440.070.51304.800300.089-4.71-4.205.309-105.48110960.760.00600350.210.030.24300.089299.146-0.94-0.705.3710-115.48110960.760.00600220.130.020.15299.146298.740-0.41-0.255.4011-125.48110960.760.00600480.290.040.33298.740299.2140.470.815.3212-135.48110960.760.00600470.280.040.32299.214299.9900.781.105.2113-145.48110960.760.00600180.110.020.12299.990301.0891.101.225.0814-155.48110960.760.00600200.120.020.14301.089302.0230.931.074.9815-165.48110960.760.00600400.240.040.28302.023301.125-0.90-0.625.0416-175.48110960.760.00600360.220.030.25301.125301.2730.150.405.0017-185.48110960.760.00600390.230.040.27301.273301.5530.280.554.9418-195.48110960.760.00600490.290.040.34301.553301.7070.150.494.8919-205.48110960.760.00600480.290.040.33301.707304.5422.833.174.5820-215.48110960.760.00600580.350.050.40304.542309.7895.255.654.0121-225.48110960.760.00600470.280.040.32309.789314.8105.025.353.4822-235.48110960.760.00600430.260.040.30314.810319.7534.945.242.9523-245.48110960.760.00600180.110.020.12319.753322.7763.023.152.6424-255.48110960.760.00600210.130.020.14322.776324.7742.002.142.4325-265.48110960.760.00600330.200.030.23324.774329.0824.314.541.9726-275.48110960.760.00600270.160.020.19329.082332.0853.003.191.6527-285.48110960.760.00600440.260.040.30332.085338.5046.426.720.9828-295.48110960.760.00600320.190.030.22338.504340.9812.482.700.7129-305.48110960.760.00600300.180.030.21340.981343.5642.582.790.4330-315.48110960.760.00600580.350.050.40343.564349.2455.686.08-0.1831-325.48110960.760.00600320.190.030.22349.245351.4002.152.38-0.4132-335.48110960.760.00600390.230.040.27351.400352.7621.361.63-0.5833-345.48110960.760.00600260.160.020.18352.762356.5963.834.01-0.9834-355.48110960.760.00600240.140.020.17356.596358.7002.102.27-1.2035-R5.48110960.760.0060040.020.000.03358.700364.0005.305.33-1.74R-1011.471601400.750.005301420.57.531.138.66364.000310.600-53.40-44.744.18232.1106840.8616578804R-511.471601400.750.0053020.010.000.01364.000356.000-8.00-7.990.805-611.471601400.750.005301000.530.080.61356.000351.354-4.65-4.041.206-711.471601400.750.005302221.180.181.35351.354329.817-21.54-20.183.227-811.471601400.750.005304942.620.393.01329.817302.749-27.07-24.065.33Reductor presiune la 5.33 (fara reductor ar fi 5.63)8-911.471601400.750.00530478.52.540.382.92302.749317.77915.0317.953.549-1011.471601400.750.005301270.670.100.77317.779310.600-7.18-6.404.1810-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.86288.8488512248.888888888912-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.7713-1711.381601400.740.00520890.460.070.53301.462302.4971.041.574.6117-1911.381601400.740.005205492.850.433.28302.497304.0151.524.804.1319-2011.381601400.740.005204142.150.322.48304.015304.9870.973.453.7820-2411.381601400.740.00520150.080.010.09304.987305.4110.420.513.7324-256.49110960.900.010001941.940.292.23305.411308.8203.415.643.1725-276.33110960.880.009402322.180.332.51308.820312.9524.136.642.5027-296.29110960.870.009302232.070.312.38312.952312.350-0.601.782.3329-300.52110960.070.000101360.010.000.02312.350315.1172.772.782.0530-30'0.437566.80.120.000102840.030.000.03315.117321.5186.406.431.4030'-310.437566.80.120.000101640.020.000.02321.518315.670-5.85-5.831.990.297712752331-320.107566.80.030.000103730.040.010.04315.670323.0137.347.391.25Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005201160.600.090.69310.600303.072-7.53-6.834.7612-1311.381601400.740.005104252.170.332.49303.072301.462-1.610.884.6713-1711.381601400.740.00510890.450.070.52301.462302.4971.041.564.5117-1911.381601400.740.005105492.800.423.22302.497304.0151.524.744.0419-2011.381601400.740.005104142.110.322.43304.015304.9870.973.403.7020-2411.381601400.740.00510150.080.010.09304.987305.4110.420.513.6524-256.49110960.900.011101942.150.322.48305.411308.8203.415.893.0625-276.33110960.880.010602322.460.372.83308.820312.9524.136.962.3627-296.29110960.870.010602232.360.352.72312.952312.350-0.602.122.1529-340.289080.20.060.000104220.040.010.05312.350315.8203.473.521.8034-330.127566.80.030.000103450.030.010.04315.820321.2105.395.431.26Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.6613-1711.381601400.740.00520890.460.070.53301.462302.4971.041.574.5117-1911.381601400.740.005205492.850.433.28302.497304.0151.524.804.0319-2011.381601400.740.005204142.150.322.48304.015304.9870.973.453.6820-216.38110960.880.011104214.670.705.37304.987319.49014.5019.881.6921-220.689080.20.140.000204290.090.010.10319.490312.372-7.12-7.022.4022-230.247566.80.070.000103230.030.000.04312.372315.7513.383.422.05Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.6613-1711.381601400.740.00520890.460.070.53301.462302.4971.041.574.511217-1911.381601400.740.005205492.850.433.28302.497304.0151.524.804.031219-2011.381601400.740.005204142.150.322.48304.015304.9870.973.453.68920-2411.381601400.740.00520150.080.010.09304.987305.4110.420.513.631124-256.49110960.900.010001941.940.292.23305.411308.8203.415.643.071125-276.33110960.880.009402322.180.332.51308.820312.9524.136.642.401227-280.0763560.030.00010640.010.000.01312.952307.316-5.64-5.632.978Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.6613-1711.381601400.740.00520890.460.070.53301.462302.4971.041.574.5117-1911.381601400.740.005205492.850.433.28302.497304.0151.524.804.0319-2011.381601400.740.005204142.150.322.48304.015304.9870.973.453.6820-2411.381601400.740.00520150.080.010.09304.987305.4110.420.513.6324-256.49110960.900.010001941.940.292.23305.411308.8203.415.643.0725-260.0563560.020.000101030.010.000.01308.820306.513-2.31-2.303.30Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.6613-1711.381601400.740.00520890.460.070.53301.462302.4971.041.574.5117-180.939080.20.180.000403680.150.020.17302.497322.05619.5619.732.53Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.6613-140.2163560.090.000101250.010.000.01301.462302.6091.151.164.5514-150.0963560.040.00010470.000.000.01302.609303.6291.021.034.45Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-1311.381601400.740.005204252.210.332.54303.072301.462-1.610.934.6613-140.217566.80.060.000101250.010.000.01301.462302.6091.151.164.5514-160.0463560.010.00010720.010.000.01302.609300.836-1.77-1.764.72Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-110.1163560.040.000101470.010.000.02310.600330.72820.1320.142.06Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005251160.610.090.70310.600303.072-7.53-6.834.7612-5011.381601400.740.005206143.190.483.67303.072302.014-1.062.614.5050-4611.381601400.740.005201530.800.120.91302.014301.885-0.130.794.4246-4511.381601400.740.005204842.520.382.89301.885303.3961.514.413.9845-4411.381601400.740.005202791.450.221.67303.396305.3011.903.573.6244-412.31110960.320.00190420.080.010.09305.301305.7660.470.563.5641-381.56110960.220.00060120.010.000.01305.766305.716-0.05-0.043.5738-370.779080.20.150.000204570.090.010.11305.716314.2558.548.642.7037-360.377566.80.100.000202350.050.010.05314.255317.1222.872.922.4136-350.1163560.040.000101080.010.000.01317.122324.5117.397.401.67Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005201160.600.090.69310.600303.072-7.53-6.834.7612-5011.381601400.740.005206143.190.483.67303.072302.014-1.062.614.5050-4611.381601400.740.005201530.800.120.91302.014301.885-0.130.794.4246-4511.381601400.740.005204842.520.382.89301.885303.3961.514.413.9845-4411.381601400.740.005202791.450.221.67303.396305.3011.903.573.6244-412.31110960.320.00190420.080.010.09305.301305.7660.470.563.5641-381.56110960.220.00060120.010.000.01305.766305.716-0.05-0.043.5738-390.799080.20.160.000203400.070.010.08305.716306.6690.951.033.4739-39'0.477566.80.130.000202960.060.010.07306.669305.354-1.32-1.253.5939'-400.1863560.070.000102070.020.000.02305.354304.194-1.16-1.143.70Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-45.48110960.760.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005201160.600.090.69310.600303.072-7.53-6.834.7612-5011.381601400.740.005206143.190.483.67303.072302.014-1.062.614.5050-4611.381601400.740.005201530.800.120.91302.014301.885-0.130.794.4246-4511.381601400.740.005204842.520.382.89301.885303.3961.514.413.9845-4411.381601400.740.005202791.450.221.67303.396305.3011.903.573.6244-412.31110960.320.00190420.080.010.09305.301305.7660.470.563.5641-420.709080.20.140.000203550.070.010.08305.766306.3810.610.703.4942-42'0.267566.80.070.000102380.020.000.03306.381304.947-1.43-1.413.6442'-430.0763560.030.000102500.030.000.03304.947304.264-0.68-0.653.70Nr. tronsonQ (l/s)De (mm)Di (mm)V (m/s)i (mH2O/m)L (m)hl (mH2O)hloc (mH2O)h (mH2O)Cota punct initial (m)Cota punct final (m)Hg (m)htotal (mH2O)Disponibil de presiune (bar)1-40.00110960.000.0060013217.931.199.11311.086360.00048.9158.03-5.805-1011.471601400.750.005301420.57.531.138.66360.000310.600-49.40-40.744.0710-1211.421601400.740.005201160.600.090.69310.600303.072-7.53-6.834.7612-5011.381601400.740.005206143.190.483.67303.072302.014-1.062.614.5050-470.95110960.130.00010530.010.000.01302.014302.0140.000.014.5047-480.819080.20.160.000205640.110.020.13302.014302.0140.000.134.4848-490.217566.80.060.000102520.030.000.03302.014302.0140.000.034.48

baza dateHg15viteza economica m/s100.10.75100.10.5DeDi20200.450.8200.30.552015.225250.550.9250.350.62520.232320.61320.40.653227.240400.61.1400.40.74035.250500.61.2500.450.75044.26363630.50.7630.450.75conform SR4163-2/tabel 263567575750.50.7750.550.87566.89090900.50.7900.550.859080.21101101100.60.81100.60.9110961251251250.60.81250.60.9125108.81401401400.60.81400.70.95140122.41601601600.60.81600.7511601401801801800.60.81800.751180159.62002002000.60.82000.751200177.22252252250.70.92250.81.22251991.11.60.81.21.11.60.81.20

Sheet1Calculul hidraulic - CANALIZARENr. trons.Denumirea i numrul de obiecte sanitareEchiv.DebitDebitCOLOANECONDUCTE ORIZONTALEdebitqsqcqmaxDiampantaDiam.vspqspxuzvrLCBJWCCDSMSEsl/sl/sl/smmmmm/sl/sm/sT.D.1O12.00.192.000.021101.5513.320.150.250.761.1880.0053150.94700.11428571430.210.710.67gresit80.0052500.89450.17777777780.280.80.71corect80.053153.14221.80.03606853020.130.571.79corect80.052502.81400.05714285710.150.611.71corect1.70.0052500.89450.03777777780.120.550.49gresit1.70.0062500.98490.03469387760.110.530.52gresit1.70.0072501.0650.30.03379721670.120.550.58gresit1.70.0082501.1355.60.03057553960.110.530.6gresit

incercariCalculul necesarului de apa pentru localitatea Dirlos654Numar de locuitori294538Numar de locuitori in prezent341803.0703363914Numar de locuitori in perspectiva3933.7737003058Numar de animaleNumar de bovine70.61162079516.7278287462Numar de porcine70.64220183497.0642201835Numar de cabaline10.0015290520.0168195719Numar de agenti economiciNumar de agenti economici0Numar de copii in scoli si gradiniteNumar de copii in scoli0Numar de copii in gradinite0Total0Numar de rezidenti in case de odihnaNumar de rezidenti in case odihna0Nevoi gospodarestiDebite specifice si coeficienti1)debitul specific de apa pentru nevoi gospodaresti, pentru zone avand instalatii interioare de apa rece, calda si canalizare, cu preparare individuala a apei caldeQ g =100l/om, zi2)coeficientul de variatie zilnica (abaterea valorii consumului zilnic fata de medie)K zi =1.33)coeficientul de variatie oraraK o =2.84)coeficientul de servitute pentru acoperirea necesitatilor proprii ale sistemului de alimentare cu apaK s =1.055)coeficient pentru acoperirea pierderilor de apa in obiectele sistemului de alimentare cu apa pana la bransamentele utilizatorilorK p=1.15Debite caracteristice1)Q zi med =3.9mc/zi=0.1625mc/h=0.0451388889l/s2)Q zi max =5.07mc/zi=0.21125mc/h=0.0586805556l/s3)Q orar max =0.5915mc/h=0.1643055556l/sNevoi agrozootehniceDebite specifice si coeficienti1)debit specific pentru bovineQbovine=60l/cap.zi2)debit specific pentru porcineQporcine=30l/cap.zi3)debit specific pentru cabalineQcabaline=50l/cap.zi4)coeficient de neuniformitate zilnica bovineKzi bovine=1.255)coeficient de neuniformitate zilnica porcineKzi porcine=1.26)coeficient de neuniformitate zilnica cabalineKzi cabaline=1.3Debite caracteristice1)Q zi med bovine =0.42mc/zi=0.0175mc/h=0.0048611111l/sQ zi med porcine =0.21mc/zi=0.00875mc/h=0.0024305556l/sQ zi med cabaline =0.05mc/zi=0.0020833333mc/h=0.0005787037l/sQzi med=0.68mc/zi=0.0283333333mc/h=0.0078703704l/s2)Q zi max bovine =0.525mc/zi=0.021875mc/h=0.0060763889l/sQ zi max porcine =0.252mc/zi=0.0105mc/h=0.0029166667l/sQ zi max cabaline =0.065mc/zi=0.0027083333mc/h=0.0007523148l/sQzi max=0.842mc/zi=0.0350833333mc/h=0.0097453704l/s3) Q orar max=0.0982333333mc/h=0.027287037l/sNevoi publice socialeDebite specifice si coeficienti1)debit specific pentru agenti economiciQae=60l/cap.zi2)debit specific pentru copii din gradinite si scoliQc=20l/cap.zi3)coeficient de neuniformitate zilnicaKzi=1.3Debite caracteristice1)Q zi med =0mc/zi=0mc/h=0l/s2)Q zi max =0mc/zi=0mc/h=0l/s3)Q orar max =0mc/h=0l/sNevoi zona turisticaDebite specifice si coeficienti1)debit specific pentru rezidenti in case odihnaQr=200l/cap.zi2)coeficient de neuniformitate zilnicaKzi=1.3Debite caracteristice1)Q zi med =0mc/zi=0mc/h=0l/s2)Q zi max =0mc/zi=0mc/h=0l/s3)Q orar max =0mc/h=0l/sNecesar de apa1)Qn zi med =4.58mc/zi=0.1908333333mc/h=0.0530092593l/s2)Qn zi max =5.912mc/zi=0.2463333333mc/h=0.0684259259l/s3)Qn orar max =0.6897333333mc/h=0.1915925926l/sCerinta de apa1)Qs zi med =5.53035mc/zi=0.23043125mc/h=0.0640086806l/s2)Qs zi max =7.13874mc/zi=0.2974475mc/h=0.0826243056l/s3)Qs orar max =0.832853mc/h=0.2313480556l/sApe uzate1)Q zi med =4.70925mc/zi=0.19621875mc/h=0.0545052083l/s2)Q zi max =6.122025mc/zi=0.255084375mc/h=0.0708567708l/s3)Q orar max =0.71423625mc/h=0.1983989583l/sIncendiuIncendiu exteriorQie5l/sTie3OreVie54McIncendiu interiorQii5l/sTii10MinVii3McVolumul de apa necesar pentru combaterea efectiva a incendiuluiVi=10mcconform P66/2001Volumul de apa necesar pentru consumul la utilizator pe durata stingerii incendiuluiV cons=a Qn orar max Tie=1.44844mca=0.7Rezerva intangibila de incendiuVri =Vi=10mcDebitul de refacere a rezervei de incendiuQri =Vri / Tri=0.4166666667mc/hTri=24hVolum rezervorVolumul de compensareC =50%Vcomp =c x Qn zi max=2.956mcVolum total rezervorV =Vri + Vcomp=12.956mc250mcDebite de dimensionare si verificare pentru obiectele sistemului de alimentare cu apa1) de la captare la statia de tratare (QIC)QIC=Kp Ks Qn zi max + Kp Ks Qri=0.8005725mc/h=0.22238125l/s2) intre statia de tratare si rezervoarele de inmagazinare (Q'IC)Q'IC=QIC/Ks=0.76245mc/h=0.2117916667l/s3) aval de rezervoare (QIIC)QIIC=Kp Qn or max+Kp suma(njQii)=21.4931933333mc/h=5.9703314815l/s0.7931933333mc/h=0.2203314815l/s0.00033689830.03402672735.750.0037058812

alexandrau:Nialexandrau:se ia din tabelul 1/SR1343 (pg 5) in functie de gradul de dotare al zoneialexandrau:se ia din tabelul 1/SR1343 (pg 5) in functie de gradul de dotare al zoneialexandrau:se ia din tabelul 3/SR1343 (pg 9) in functie de nr de locuitorialexandrau:cantitatea de apa necesara pentru spalarea rezervoarelor nu depaseste 0,5%alexandrau:la retele noi (sub 5 ani) pierderile nu vor fi mai mari de 15%;la retele existente pana in 35%alexandrau:Qzimed=Ni*Qg/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax*Ko/24alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:din P66-2001 3.2.2 tabelul 2alexandrau:Qzimed=nr.animale*Qspecific/1000alexandrau:Qzimed=nr.animale*Qspecific/1000alexandrau:Qzimed=nr.animale*Qspecific/1000alexandrau:Qzi med bovine+Qzi med porcine+Qzi med cabalinealexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax=Qzimed*Kzialexandrau:Qzi max bovine+Qzi max porcine+Qzi max cabalinealexandrau:Qzimax*Ko/24alexandrau:din SR1343-1/2006 tabel 2,pg. 6alexandrau:din SR1343-1/2006 tabel 2,pg. 6alexandrau:conform SR 1343-1/2006 va avea valoare similara zonelor de locuit (tabel1)alexandrau:Qzimed=sum(Ni*Qspecific)/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax*Ko/24alexandrau:din SR1343-1/2006 tabel 2,pg. 6 (pt case de odihna 200 l/unitate.zi iar pt casute de odihna 110 l/unitate.zi)alexandrau:conform SR 1343-1/2006 tabel 1alexandrau:Qzimed=Ni*Qspecific/1000alexandrau:Qzimax=Qzimed*Kzialexandrau:Qzimax*Ko/24alexandrau:fara nevoi gospodarestialexandrau:suma Q zi medalexandrau:suma Q zi maxalexandrau:suma Q orar maxalexandrau:fara nevoi gospodarestialexandrau:Qn zi med*Ks*Kpalexandrau:Qn zi max*Ks*Kpalexandrau:Qn orar max*Ks*Kpalexandrau:Qs zi med*0,8conform STAS 1846-90alexandrau:Qs zi max*0,8conform STAS 1846-90alexandrau:Qs orar max*0,8conform STAS 1846-90alexandrau:a=0,7 pt retele de joasa tensiune a=1 pt retele de inalta tensiune

centralizator tronsoaneNr.tronsonDiametruLungimeDiametru6375901101601_21104491321Lungime00044902_3110520Lungime00052003_4110352Lungime00035205_6160603Lungime00006036_7160570.5Lungime0000570.57_8160500Lungime00005008_9160478.5Lungime0000478.59_10160127Lungime000012710_1163147Lungime147000010_12160116Lungime000011612_13160425Lungime000042513_1475125Lungime012500014_156347Lungime47000014_166372Lungime72000013_1716089Lungime00008917_1890368Lungime003680018_1990309Lungime003090017_19160549Lungime000054919_20160414Lungime000041420_21110421Lungime000421021_2290429Lungime004290022_2375323Lungime032300020_2416015Lungime00001524_4416012Lungime00001224_25110194Lungime000194025_2663103Lungime103000025_27110232Lungime000232027_286364Lungime64000027_29110223Lungime000223029_30110136Lungime000136030_30'75284Lungime028400030'_3175164Lungime016400030_3190286Lungime002860031_3275373Lungime037300029_3490422Lungime004220034_3375345Lungime034500012_50160614Lungime000061450_46160153Lungime000015346_45160484Lungime000048445_44160279Lungime000027944_4111042Lungime00042041_4290355Lungime003550042_42'75238Lungime023800042'_4363250Lungime250000041_3811012Lungime00012038_3790457Lungime004570037_3675235Lungime023500036_3563108Lungime108000038_3990340Lungime003400039_39'75296Lungime029600039'_4063207Lungime207000046_47110142Lungime000142050_4711053Lungime00053047_4890564Lungime005640048_4975252Lungime025200015368Total Lungimi99826353530277654291404715368Diametru637590110160Lungime9982635353014555429Total14047

subtraversariSubtraversari cursuri apaNr.crt.ParauDiametru conducta apa PEID (mm)Diametru conducta protectie PEID (mm)Pn (atm)Lungime (m)Camine vane sectionare1160200615Cv17-Cv202110160618Cv23-Cv24363100616Cv29Subtraversari de drumNr.crt.Tipul drumul subtraversatDiametru conducta apa PEID (mm)Diametru conducta protectie PEID (mm)Pn (atm)Lungime (m)Camine vane sectionare1Drum judetean DJ142A160200612Cv112Drum judetean DJ142A160200612Cv20-Cv353Drum judetean DJ142A11016067Cv34-Cv314Drum judetean DJ142E110160612Cv24Subtraversari cursuri de apaNr.crt.ParauDiametru conducta apa PEID (mm)Diametru conducta protectie OL (mm)Pn (atm)Lungime (m)Camine vane sectionare1Curciu160250615Cv17-Cv202Curciu110200618Cv23-Cv243Curciu63100616Cv29Subtraversari de drumNr.crt.Tipul drumul subtraversatDiametru conducta apa PEID (mm)Diametru conducta protectie OL (mm)Pn (atm)Lungime (m)Camine vane sectionare1Drum judetean DJ142A11020069Cv12Drum judetean DJ142A160250612Cv113Drum judetean DJ142A160250612Cv20-Cv354Drum judetean DJ142E160250612Cv34-Cv315Drum judetean DJ142A11020067Cv24