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