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Really you don´t need a detailled model (including your WTP) to
simulate your system in EPANET. If you try to do it so only will gain
a head pain.
Excuse my english.
2011/10/29 Sanjay_D <drs...@gmail.com>:
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Atte.
Ing. Daniel Colocho
danco...@gmail.com
Paz y bendiciones a usted y su familia.
La única vida que vale la pena vivir es aquella en la que Dios es
primero, luego y por último. Todo lo demás será añadido con abundancia
en misericordia, amor, prosperidad y benignidad.
I think your solution is fine. However it is only for information, because, for the model, just tehe level of the last tank defines the head pressure for the net.
Best regards,
Muy atentamente,
Alexander CONTRERAS P.
----- Mensaje original -----
De: Sanjay_D <drs...@gmail.com>
Enviado: Sábado, 29 de Octubre de 2011 03:37
Para: Epanet and Development <epa...@googlegroups.com>
Asunto: [epanetD] Representing Water Treatment Plant on EPANET
Model the WTP as a 'Reservoir' with a fixed head.
Good luck!
Warmest regards,
Werner
Werner de Schaetzen, Ph.D., P.Eng.
President and Chief Executive Officer
GeoAdvice Engineering Inc.
Unit 204, 2502 St. Johns Street
Port Moody, BC V3H 2B4
Canada
Phone: (604) 931-0550
Fax: (604) 931-0580
Cell: (604) 374-5912
wer...@geoadvice.com
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Hi,
Best regards,
Muy atentamente,
Alexander CONTRERAS P.
Hi,
Sanjay D
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