7/22/2019 Hoja de Calculo Para Hardy Cross Hidraulica

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Línea L (Long itud ) C (Constante) D (Diametro ) Q (Caudal)  

Circuito 1 1 120 150 3 4

2 90 150 3 4

4 120 150 3 2

3 90 150 2 2

Línea L (Long itud ) C (Constante) D (Diametro ) Q (Caudal)  

Circuito 1 1 120 150 3 2

2 80 150 3 3

4 120 150 3 3

3 80 150 2 2.5

7/22/2019 Hoja de Calculo Para Hardy Cross Hidraulica

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Direcc ion Caudal Aux i l iar Hf Hf/Q Coorecc ión Q'  

-1 1.207797818 -1.207797818 0.301949454 1.21209478 -2.7879052

-1 0.905848363 -0.905848363 0.226462091 1.21209478 -2.7879052

1 0.334569763 0.334569763 0.167284881 1.21209478 3.21209478

-1 1.807641834 -1.807641834 0.903820917 1.21209478 -0.7879052

-3.586718252 1.599517344

Direcc ion Caudal Aux i l iar Hf Hf/Q Coorecc ión Q'  

-1 0.334569763 -0.334569763 0.167284881 0.55792717 -1.4420728

1 0.472624729 0.472624729 0.157541576 0.55792717 3.55792717

1 0.708937094 0.708937094 0.236312365 0.55792717 3.55792717

-1 2.429054199 -2.429054199 0.97162168 0.55792717 -1.9420728

-1.58206214 1.532760502

7/22/2019 Hoja de Calculo Para Hardy Cross Hidraulica

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Q (L ts /seg) L (m ts) C (Coefic ien te) D (Diametro p lg )  

4 320 150 3

Hf (m ts) C D (p lg ) L (m ts)  

20 150 6 400

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Hf (Perdida De Carga en m ts) 

3.220794181

Q (lts/seg.) 

58.82203711