Verte Dores
20
Vertedor: Rectangular T= 18.5 ρ= 998.53 D= b= 30 θ= ɑ= g= 9.7826 w= 75 h1= 117 corrida pesas tiempo tirante volumen 1 2 3 4 5 6 7 1 6 21.35 57 60 18 18.02650 2 6 22.91 60 57 18 18.02650 3 6 24.58 64 53 18 18.02650 4 6 27.03 67 50 18 18.02650 5 6 33.18 74 43 18 18.02650 6 6 40.43 80 37 18 18.02650 7 4 32.95 85 32 12 12.01767 8 4 45.81 92 25 12 12.01767 9 4 64.16 97 20 12 12.01767 Vertedor X Y X^2 Y^2 Corrida α 1 2 3 4 5 6 1 0.01837 -1.22185 -3.07349 1.49291 9.44632 2 0.01849 -1.24413 -3.10411 1.54785 9.63552 3 0.01922 -1.27572 -3.13467 1.62747 9.82616 4 0.01907 -1.30103 -3.17593 1.69268 10.08656 5 0.01948 -1.36653 -3.26496 1.86741 10.66000 6 0.02003 -1.43180 -3.35079 2.05005 11.22781 7 0.02037 -1.49485 -3.43804 2.23458 11.82009 8 0.02122 -1.60206 -3.58114 2.56660 12.82456 9 0.02117 -1.69897 -3.72744 2.88650 13.89384 9 0.17742 -12.63694 -29.85058 17.96604 99.42086 N α ∑ X ∑ Y ∑ X^2 ∑ Y^2 ∑ ᾱ= 0.01971 Ẋ= -1.40410 Ῡ= Q= 0.08847 μh(^3/2 ) ρxy= 0.99972 m μ= 0.69696 Q= 0.03975 h^ Q= 0.06166 h(^3/2) GRAFICA escala de punta masa de agua colectada
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VERTEDORES HIDRAULICOS
Transcript of Verte Dores
RectangularVertedor:RectangularT=18.5=998.53D=b=30==g=9.7826w=75h1=117corridapesastiempoescala de puntatirantemasa de agua colectadavolumengastolog Qlog H
12345678910111621.3557601818.026500.84433-3.07349-1.221850.018372622.9160571818.026500.78684-3.10411-1.244130.018493624.5864531818.026500.73338-3.13467-1.275720.019224627.0367501818.026500.66691-3.17593-1.301030.019075633.1874431818.026500.54329-3.26496-1.366530.019486640.4380371818.026500.44587-3.35079-1.431800.020037432.9585321212.017670.36472-3.43804-1.494850.020378445.8192251212.017670.26234-3.58114-1.602060.021229464.1697201212.017670.18731-3.72744-1.698970.02117VertedorXYX^2Y^2XYCorrida123456710.01837-1.22185-3.073491.492919.446323.7553420.01849-1.24413-3.104111.547859.635523.8619130.01922-1.27572-3.134671.627479.826163.9989740.01907-1.30103-3.175931.6926810.086564.1319950.01948-1.36653-3.264961.8674110.660004.4616860.02003-1.43180-3.350792.0500511.227814.7976670.02037-1.49485-3.438042.2345811.820095.1393580.02122-1.60206-3.581142.5666012.824565.7372090.02117-1.69897-3.727442.8865013.893846.3328290.17742-12.63694-29.8505817.9660499.4208642.21690N X Y X^2 Y^2 XY=0.01971=-1.40410=-3.31673Sx=0.15722Sy=0.21460Q=0.08847h(^3/2 )xy=0.99972m1.36462log C=-1.40067log Q=-1.40067+1.36462log h=0.69696Q=0.03975h^1.36462Q=0.06166h(^3/2)GRAFICANOTAh (mm)Q (m^3/s)*10^-3log hlog q200.1743905075-2-4.1299004758400.4932508416-1.5-3.4475923356600.9061596579-1-2.7652841954801.3951240598-0.5-2.08297605520-1.4006679149
TriangularVertedor:TriangularT=18.5=998.53D=b==90=g=9.7826w=75h1=120corridapesastiempoescala de puntatirantemasa de agua colectadavolumengastolog Qlog H
12345678910111620.8766541818.026500.86375-3.06361-1.267610.407552622.4568521818.026500.80296-3.09530-1.284000.416353622.5970501818.026500.79799-3.09800-1.301030.456404628.8373471818.026500.62527-3.20393-1.327900.417445632.8476441818.026500.54892-3.26049-1.356550.432166641.8780401818.026500.43053-3.36599-1.397940.430167438.4484361212.017670.31263-3.50496-1.443700.406498462.0791291212.017670.19361-3.71306-1.537600.4322394195.41101191212.017670.06150-4.21113-1.721250.39515VertedorXYX^2Y^2XYCorrida123456710.40755-1.26761-3.063611.606839.385713.8834520.41635-1.28400-3.095301.648659.580913.9743630.45640-1.30103-3.098001.692689.597634.0306040.41744-1.32790-3.203931.7633210.265194.2545150.43216-1.35655-3.260491.8402210.630814.4230160.43016-1.39794-3.365991.9542411.329904.7054570.40649-1.44370-3.504962.0842612.284775.0601180.43223-1.53760-3.713062.3642213.786835.7092190.39515-1.72125-4.211132.9626917.733597.2483993.79394-12.63757-30.5164917.91710104.5953443.28909N X Y X^2 Y^2 XY=0.42155=-1.40417=-3.39072Sx=0.13815Sy=0.35315Q=2.35907h(^5/2 )xy=0.99897m2.55374log C=0.19518log Q=0.19518+2.55374log h=0.55890Q=1.56741h^2.55374Q=1.31848h(^5/2)NOTAGRAFICAh (mm)Q (m^3/s)*10^-3log hlog q200.0745846908-2-4.9123078683400.421914725-1.5-3.6354354975601.1626602651-1-2.3585631267802.386710105-0.5-1.081690755900.1951816149
ParabolicoVertedor:TriangularT=20=998.23D=b===234.4898g=9.7826w=76h1=117corridapesastiempoescala de puntatirantemasa de agua colectadavolumengastolog Qlog H
12345678910111619.5641761818.031920.92188-3.03533-1.119190.051032621.8942751818.031920.82375-3.08420-1.124940.046823623.6145721818.031920.76374-3.11705-1.142670.047104626.5349681818.031920.67968-3.16770-1.167490.047005631.8756611818.031920.56580-3.24734-1.214670.048626643.6465521818.031920.41320-3.38384-1.284000.048867440.274431212.021280.29904-3.52428-1.366530.0517184107.2492251212.021280.11210-3.95041-1.602060.05734
VertedorXYX^2Y^2XYCorrida123456710.05103-1.11919-3.035331.252589.213213.3971020.04682-1.12494-3.084201.265499.512313.4695430.04710-1.14267-3.117051.305699.716033.5617640.04700-1.16749-3.167701.3630410.034293.6982650.04862-1.21467-3.247341.4754210.545223.9444560.04886-1.28400-3.383841.6486511.450394.3448470.05171-1.36653-3.524281.8674112.420524.8160380.05734-1.60206-3.950412.5666015.605716.3287980.39847-10.02154-26.5101412.7448788.4976833.56076N X Y X^2 Y^2 XY=0.04981=-1.25269=-3.31377Sx=0.15450Sy=0.28487Q=0.22687h^2 xy=0.99888m1.84179log C=-1.00657log Q=-1.00657+1.84179log h=0.68670Q=0.09850h^1.84179Q=0.15579h^2NOTA:GRAFICAh (mm)Q (m^3/s)*10^-3log hlog q200.0623157006-2-4.6901522097400.2492628024-1.5-3.7692564774600.5608413054-1-2.8483607451800.9970512096-0.5-1.92746501270-1.0065692804
ProporcionalVertedor:TriangularT=20=998.23D=b===0.0000054778g=9.7826w=76h1=118.5corridapesastiempoescala de puntatirantemasa de agua colectadavolumengastolog Qlog H
12345678910111621.166850.51818.031920.85217-3.06947-1.296710.005402622.67246.51818.031920.79787-3.09807-1.332550.005493628.568137.51818.031920.63137-3.19972-1.425970.005384640.359127.51818.031920.44689-3.34980-1.560670.005205658.569820.51818.031920.30792-3.51156-1.688250.004806668.1410018.51818.031920.26463-3.57736-1.732830.004577452.9910315.51212.021280.22686-3.64424-1.809670.0046884101.41108.51212.021280.11855-3.92609-2.070580.00446
VertedorXYX^2Y^2XYCorrida123456710.00540-1.29671-3.069471.681459.421673.9802120.00549-1.33255-3.098071.775689.598024.1283230.00538-1.42597-3.199722.0333910.238184.5627040.00520-1.56067-3.349802.4356811.221175.2279350.00480-1.68825-3.511562.8501812.331055.9283860.00457-1.73283-3.577363.0026912.797516.1989570.00468-1.80967-3.644243.2749013.280516.5948780.00446-2.07058-3.926094.2873115.414168.1292880.03997-12.91722-27.3763121.3412894.3022744.75063N X Y X^2 Y^2 XY=0.00500=-1.61465=-3.42204Sx=0.24609Sy=0.27827Q=0.03252hxy=0.99925m1.12994log C=-1.59757log Q=-1.59757+1.12994log h=0.48054Q=0.02526h^Q=0.01563hGRAFICANOTA:h (mm)Q (m^3/s)*10^-3log hlog q200.31257155450.7814288862-2-3.8574602867-2.8930952151400.6251431091.5628577724-1.5-3.29248827-2.4693662025600.93771466342.3442866586-1-2.7275162533-2.04563719801.25028621793.1257155448-0.5-2.1625442366-1.62190817740-1.5975722198-1.1981791649
