## 316B RULE **TELEPHONE LOG**

N ame of Caller: John Sunda, Tetra Tech Date: October 26, 2011 Company Name: Ovivo (formerly Eimco) Person Contacted: Trent Gathright Title: Sales Manager Telephone #: 281
- 480
- 7955 Email: trent.gathright@ovivowater.com Called to inquire about issues and methods for determining or monitoring through

- screen velocity of traveling screens particularly at velocities near 0.5 fps

. Mr. Gathright has extensive experience regarding traveling screen performance and installation. He said there was no practical method available for monitoring or direct measurement of the through

screen velocities. Screen velocities can be calculated mathematically but these are just computational es timates He coul d not provide estimates of the degree of variation in velocity spatially across the face of the screen In a lab model flume and traveling screen they used a Marsh

- McBirney electromagnetic flowmeter to establis h approach velocities and determine if they had laminar flow before testing fish behavior around the screens. This provided velocity data in two dimensions which was suitable for this application.

Head Loss Across the screen At a through

- screen velocity o f 0.5 fps the head loss for a clean screen will be in the few mm range and would not be a suitable measure for estimating screen velocity. Not until the debris blinding reaches 50% to 75% does the head loss increase to several inches. Head loss monitoring is performed to adjust screen operation on/off and speed in response to debris buildup. Water level measurements mounted on upstream and downstream of a traveling screen typically use ultrasonic and more recently radar instruments that bounce sound or light beams off the water surface to determine water level distance from the instrument and thus elevation. Because of variations due to wave action, the instrument readings are typically averaged over a period of time (e.g., 2 to 5 minutes) depending on site

- specific conditions such as the speed at which blinding may occur. In some cases rapid blinding of the screens may occur such as when a large amount of jellyfish are encountered or after storm events when runoff delivers large amounts of vegetation or other debris. Conventional older through

- flow screens may typically rotate at 10 fpm whenon and will simply be turned on and off or operated at a higher speed as needed. For Ristroph screens

which are operated continuously, low er operating speeds in the 2 to 3 fpm are used to reduce wear. The screens drives may be equipped with variable speed motors and the speed can be adjusted up to 10 fpm o r greater depending on the head loss instrument readings. He noted that differences in head loss will vary with water depth (e.g., tidal waters) as well since the velocity will increase as depth decreases. Accurately d etermining percent debris blinding based on head loss is nearly impossible due to the minor variations in head loss involved and the complex hydrodynamic variables involved. The cost s of these systems are approximately $20,000

- $32,000 per screen including al instrumentation and motor control systems. The cost of the water elevation monitoring instruments alone are $7,500

- $8,000 for ultrasonic and $12,000

- $1 3,000 for radar systems. The difference in costs is roughly $5,000. Spatial Velocity Variation We briefly discussed spatial variations in velocity across the face of a screen and he said the variations are highly sight specific being dependent on such fac tors as the influence of pump swirl, physical configuration of the intake and the distance of different portions of the screen to the pump inlet. Besides direct measurement at multiple locations in front of the screen (approach velocity) , the only other way to estimate this would be through performance of a c omputational f luid dynamics ( CFD ) analysis us ing advanced computer software to model system flow which would require detailed system data and would typically cost about $60,000 per screen. Unlike open channel flow where certain proportional depths can be chosen to represent overall velocities, the velocity profile for each screen is site

- specific and could only be reasonably estimated using CFD analyses or direct measurement at multiple locations close to the screen using velocity meters. Retrofitting Existing Screens He noted that for an older through

- flow screen the design through

- screen velocity was typically 2.5 fps and that overall percent open area was typically 50% to 55% which meant that the appro ach velocity would be in the 1.0 to 1.5 fps range which is well above the 0.5 fps range and the only solution would be a larger intake.