Manning Solver Excel2007
2
x y -8 -4 2 -3 4 3 -4 8 CANALETA CIRCULAR A 0.2842822523 m2 area escurrimiento Rh 0.21 m radio hidraulico h 0.46 m altura escurrimiento cero -0.000000421 V 3.1756388955 m/s Q 0.9027777778 m3/s 3250 m3/hr D 0.75 m i 0.015 1.50% pendiente n 0.01365 Ɵ 3.6003189366 rad FR 1.4944983991 cero -4.20649E-07 CANALETA "U" 2a=D Q 3.7412 m3/s 13468 m3/h a 0.3500 m i 0.1500 n 0.0126 h 0.5498481072 m altura escurrimiento cero 5.80985E-08 A 0.332316225 m2 area escurrimiento P 1.4992536431 m2 perimetro mojado Rh 0.2216544389 m radio hidraulico cero 5.80985E-08 h ≥ a
-
Upload
martina13608689 -
Category
Documents
-
view
224 -
download
4
description
solucion de ecuacion de manning usando solver. Casos canaleta circular y canaleta circular-rectangular
Transcript of Manning Solver Excel2007
Hoja1xy-8-42-3403-480CANALETA CIRCULARA0.2842822523m2area escurrimientoRh0.21mradio hidraulicoh0.46maltura escurrimientocero-0.000000421V3.1756388955m/sQ0.9027777778m3/s3250m3/hrD0.75mi0.0151.50%pendienten0.013653.6003189366radFR1.4944983991cero-0.0000004206CANALETA "U"h a2a=DQ3.7412m3/s13468m3/ha0.3500mi0.1500n0.0126h0.5498481072maltura escurrimientocero0.00000005812a=DA0.332316225m2area escurrimientoP1.4992536431m2perimetro mojadoRh0.2216544389mradio hidraulicocero0.0000000581
Hoja2
Hoja3
