This preview shows pages 1–3. Sign up to view the full content.
This preview has intentionally blurred sections. Sign up to view the full version.View Full Document
Unformatted text preview: Please draft a memo to me that provides the design for a v-notch weir for the new apparatus. If the weir forces us to employ a larger channel than originally envisioned, determine the depth of the channel that will be required. Keep the bottom of the v-notch the same height above the new channel bottom as we currently have in our hydraulic bench. Indicate the amount of freeboard that you suggest for the new weir and whether we should calibrate it? Please explain your reasons for calibration, if required, since it will be a cost we have not expected. 1 November 18, 2009 I am relying on you to provide sound information in a clear, well-organized memo. Please limit the memo to one page and submit supporting documentation and sketch of the v-notch weir as an attachment. Use company-standard memo format. 2 Q SRO Rainfall Infiltration weir Soil November 18, 2009 3...
View Full Document
- Spring '08