Baxter Ernest Vieux
Engineers at David L Boren Blvd, Norman, OK
License number
Colorado 46243
Issued Date
Mar 6, 2012
Renew Date
Nov 1, 2015
Expiration Date
Oct 31, 2017
Type
Professional Engineer
Address
Address
350 David L Boren Blvd STE 2500, Norman, OK 73072
Personal information
See more information about Baxter Ernest Vieux at radaris.comName
Address
Phone
3308 Willow Rock Rd, Norman, OK 73072
2008 Grand View Ave, Norman, OK 73072
3308 Willow Rock Rd, Norman, OK 73072
Professional information
See more information about Baxter Ernest Vieux at trustoria.com
Baxter Ernest Vieux
Baxter Ernest Vieux
Position:
Principal at Vieux & Associates, Inc. (Sole Proprietorship)
Location:
Norman, Oklahoma
Industry:
Civil Engineering
Work:
Vieux & Associates, Inc.
since 1990
-
Principal
Method For Determining Runoff
Method For Determining Runoff
US Patent:
7136756, Nov 14, 2006
Filed:
Nov 2, 2004
Appl. No.:
10/979902
Inventors:
Baxter E. Vieux - Norman OK, US
Matthew C. Lawrence - Raleigh NC, US
Ryan M. Hoes - Norman OK, US
Matthew C. Lawrence - Raleigh NC, US
Ryan M. Hoes - Norman OK, US
Assignee:
Vieux and Associates, Inc. - Norman OK
International Classification:
G01W 1/00
US Classification:
702 5, 702 3, 703 9
Abstract:
A real-time hydrologic modeling system to determine the hydrologic properties a selected geographic region. In a preferred embodiment, a drainage network of individual cells is created for the geographic region. The outflow of a selected cell within the drainage network is determined by solving the runoff from cells upstream of the selected cells until the flow of all upstream cells is known. The flow value of a cell is based upon factors such as runon, infiltration, and precipitation. In another embodiment the outflow of a selected cell is determined by setting simulated flow rates to equal measured flow rates at observation points upstream of the selected cell and within the drainage network. The flow rates of cells upstream of the observation points are adjusted proportionally based on hydrologic quantities of runoff, precipitation and drainage area to determine the outflow of the selected cell.