Title: Status%20Report%20on%20Bottom-Tracking%20ADCPs%20
1Status Report on Bottom-Tracking ADCPs ADPs
- David S. Mueller
- Office of Surface Water
2Topics for Presentation
- ADCP ADP Usage
- Benefits
- Applications
- QA/QC Efforts
- New Developments
3Profilers in the USGS
165 River Profilers 4,100,000
4Benefits
- Measures Profiles in the whole cross section
- Doesnt assume log velocity profile
- Handles bidirectional flows
5Benefits
- Less time and equipment on bridges
- No lines in the water (debris risk reduced)
- Multiple deployment options
6Typical Deployment Methods
7Tethered from Cableway
8Maines Bank Operated Cableway
9Alaskas Seaplane
10Maines Canoe Deployment
11Remote Control Boat Demo
12SFWMD Remote Boat
13OceanScience R/C Boat
Available Now Max. Vel. 5.5 fps
14Applications
- Measure Flow Distribution
- Evaluate Aquatic Habitat
- Calibrate and Validate Numerical Models
- Visualize Flow Fields
- Qualitatively Assess Suspended Sediments
15Flow Distribution
16Flow Field Measurements
17Numerical Model Validation
18Sacramento River at Delta Cross Channel
Courtesy of Randal Dinehart, California District
Survey Grid
19Flow Animation
20Animation of Backscatter Changes
21QA/QC Efforts to Date
- Tow Tank Tests
- Marginal success due to limits of tow tanks
22Efforts to Date -- continued
- Discharge Comparisons
- Broadband tests Morlock, 1996
- Rio Grande and RiverSurveyor tests Mueller, 2003
23Sample Data
24Variation in Rio Grande Meas.
6
5
4
3
2
1
DEVIATION FROM MEAN OF ALL PASSES, IN PERCENT
0
-1
-2
-3
-4
-5
1.9
2.3
1.7
1.0
2.4
2.2
1.7
1.0
1.2
0.7
1.0
1
2
3
1
2
3
4
1
2
1
2
Missouri R. at Hermann, MO
Mississippi R. at Chester, IL
Kankakee R. at Dunns Bridge, IN
Kankakee R. at Shelby, IN
25Variation in RiverSurveyor Meas.
12
10
8
6
4
2
DEVIATION FROM MEAN OF ALL PASSES, IN PERCENT
0
-2
-4
-6
-8
-10
4.1
3.9
5.6
3.7
5.4
5.0
3.8
1
2
3
1
2
3
4
Kankakee R. at Dunns Bridge, IN
Kankakee R. at Shelby, IN
26Variation in Bottom Track and GPS
600 kHz Rio Grande
5
0
DEVIATION FROM MEAN OF ALL PASSES, IN PERCENT
-5
2.2
2.3
4.4
1.7
0.7
1.2
1.0
1.0
-10
BT
BT
GPS
GPS
GPS
BT
BT
GPS
GROUP 1
GROUP 1
GROUP 2
GROUP 2
Missouri River
Mississippi River
SITE AND NAVIGATION REFERENCE
27Summary of Results
- On average, all acoustic measurements were with
5 of Price AA or rating - Higher frequency units will detect a moving
bottom more often and will require use of DGPS
more frequently - COV was lower for RDI instruments
- COV was higher when using DGPS
28Efforts to Date -- continued
- Velocity Comparisons
- Rio Grande Gartner, 2002
29Current QA/QC Efforts
- Rio Grande Testing
- Water Mode 11
- Water Mode 12
- Bottom Mode 7
- RiverSurveyor Testing
- New Software
- Shallow-Water Ping
- Bottom-Track Algorithms
30Current QA/QC Efforts
- Simple cylinder
- Fully-developed flow
- Approach velocity 4 ft/s
- Flow is from right to left with a y-axis cutting
plane at approximately the center of the cylinder.
31Current QA/QC Efforts
- GPS Evaluation
- StreamPro Evaluation
32Current QA/QC Efforts
RD INSTRUMENTS
10
SONTEK
5
DEVIATION FROM MEAN OF ALL PASSES, IN PERCENT
0
-5
-10
2
4
8
1
6
NUMBER OF PASSES
33Future Developments
- Phased Array Technology
- 2.8 inches in diameter
- 58 x 58 elements
- Replaces 4 individual ceramics
- Still in development
34Next Generation ADCP
- Dual Frequency Operation For shallow deep
rivers - 600 kHz for accurate bottom tracking deep water
profiling - 2400 kHz for high resolution shallow water
profiling - Flat face for minimum flow disturbance
- 5 X 5 cylinder
35Next Generation Field Vehicle
- Great morale builder
- Great recruiting tool
- No need to maintain boats
- Built-in ADCP and computer
36?