I think 40000 gpm is 3 cumec, which at 1.8 metres gives about 53 kw
gross or about 35 kw electrical not 150 kw.
Rupert

-----Original Message-----
From: Nando [mailto:[EMAIL PROTECTED] 
Sent: 08 March 2005 04:46
To: [email protected]
Cc: [EMAIL PROTECTED]
Subject: Re: [microhydro] Fwd: waste water discharge . . .




Radu:

Please present the calculations for you to say that there is the
opportunity to get ~ 150 KW

6 feet and 40,000 GPM

Regards

Nando
----- Original Message ----- 
From: "Radu Babau - VARSPEED Hydro" <[EMAIL PROTECTED]>
To: <[email protected]>
Sent: Monday, March 07, 2005 4:01 AM
Subject: Re: [microhydro] Fwd: waste water discharge . . .


>
>
> Hello Ken,
>
>
> A rough calculation shows the opportunity to get ~150 kW output power,
using a Kaplan or propellor turbine.
>
> However, the discharge of a waste water plant is not always that clean

> as
you would like to believe. Those tiny suspension particles will make the
turbine to clogg randomly, so it has to be cleaned quite often in
comparison with clean water turbines. There is also higher errosion due
to small metal and sand particles. This means higher general maitenance
costs. One simple idea is to reverse the turbine speed once a day, using
a softstarter for instance. The water turbulence would contribute to
rotor cleaning, so you will have to seldom dismantle and clean it
manually.
>
> Since you say the flow is constant, you could use a constant speed
induction generator, and a fixed pitch rotor. Things with moving blades
will have higher chances to get gripped by the muddy water. Please
choose carefully the rotor characteristics.
>
> It's a feasible idea after all. There are experienced guys in the 
> group
who could put you on the track for a good propellor supplier. The first
name which crosses my mind right now is Peter Ruyter, www.cargo-kraft.se
>
> BR,
>
> Radu
>
>
> ----- Forwarded message from Ken Carman <[EMAIL PROTECTED]>
-----
>     Date: Wed, 16 Feb 2005 16:48:21 -0800 (PST)
>     From: Ken Carman <[EMAIL PROTECTED]>
> Reply-To: Ken Carman <[EMAIL PROTECTED]>
> Subject: waste water discharge . .  .
>       To: [EMAIL PROTECTED]
>
> Our city has a large water treatment facility with a discharge that 
> has a
head
> of 6 to 8 feet and a constant year-round flow of nearly 40,000 gpm.  
> Is
this a
> good opportunity to persue putting a turbine on or not?
>
> Ken    [EMAIL PROTECTED]
>
> ----- End forwarded message -----
>
>
> [Non-text portions of this message have been removed]
>
>
>
>
>
>
>
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>







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