Ing Civil Calculo De La Potencia De La Bomba
Potencia: µ*Q*CDT/76n N: eficiencia 06-08 Q: 25.86lt/seg: 0.02586m3/seg
CDT: succion +impulsión Succion: hf+hm+hΩh impulsión: hf+hm+hΩh
Hf: J*L J: (Q/280*c*d¨2.63)¨1.85 hm: km*(v¨2/2g) pvc: 150hg: 100
D: √4Q/3.16*v
D: √ (4)*0.02586m3/seg)/3.16*0.90m/seg Hf: J*L
D: 0.19m: 8pulg. = 0.2032mHf: 5.66E-3*3m
Hf: 0.017mca
J:((25.86lt/seg/280*100*0.2032¨2.63)¨1.85)
J: 5.66E-3mca
Km: 0.5+0.20 0.20: válvula compuerta 0.5: entrada recta a tope
Km: 0.70m
Hm: km *(v¨2/2*g)g: 9.806m/seg2 v: 0.90m/seg
Hm: 0.70*(0.90¨2/ (2*9.806)) Hm: 0.02mca
Succion: hf+hm+hΩhsuccion: 0.017+0.02+3 succion: 3.037mca
Hf: J*L
Hf: 5.66E-3*20m Hf: 0.1132mca
Km: 0.6+2.5 2.5: válvula completamenteabierta 0.6: codos de gran radio
Km: 3.2m
Hm: km *(v¨2/2*g) g: 9.806m/seg2 v: 0.90m/seg
Hm: 3.2*(0.90¨2/ (2*9.806))Hm: 0.13mca
Succion: hf+hm+hΩh succion: 0.1132+0.13+20 succion: 20.24mca
CDT: succion + impulsion
CDT:3.037mca+20.24mca
CDT: 23.277mca
P: ((1)*(25.86lt/seg)*(23.277mca))/76*0.7
P: 11.31hp
P: 12HP
2 bombas: una de 8hp y otra de 4hp
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