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My range of knowledge and experience would allow me to answer questions related to developing accurate and reliable flow measurement systems for water & wastewater plants as well as solving problems with existing flow measurement and flow control installations. This would include pressurized as well as open channel flow applications.
San Diego County Water Authority
Southern Nevada Water Authority
Massachusetts Water Resource Authority
Ministry of Water - Singapore
Ministry of Water-Hong Kong
| User | Date | K | C | T | P | Comments |
|---|---|---|---|---|---|---|
| Simon | 07/01/09 | 10 | 10 | 10 | 10 | Bruce was really helpful and even provided ..... |
| Brian | 04/22/09 | 10 | 10 | 10 | 10 | First time I've used this site, and ..... |
| Judy | 08/25/08 | 10 | 10 | 10 | 10 | Very prompt response and knowledgeable! |
| Catherine Neilsen | 08/05/08 | 10 | 10 | 10 | 10 | |
| lianne | 12/10/07 | 10 | 10 | 10 | 10 |
Hi Simon, Answer to your question is Head Velocity Pipe ID Flow 5.5M 10.38 M/s 40mm 0.0130 cuM/s If you send me your e-mail address, I will
Hi Simon, A couple of questions so I can provide you with the answer: 1. Is the 40mm pipe located at the very bottom of the tank (at the 500mm depth location)? 2. You indicate that the 40mm pipe
Hi Lorelei, I have heard of the use of a holding tank to let the sand settle out but you would need to drain and clean the tank with some frequency depending on how much sand is assumulating. You can
Hi Brian, I did a bit more research on the portable units and found out that you should throttle back the faucet so that you are not making more than the daily maximum of the unit which is 52 gallons
Hi Brian - while I have a number of years experience on large RO systems, some of the same parameters pertain, no matter what the size. Your system produces about 52 gallons per day (200 l/24hrs) and
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