ADV
On January 22, 2001, SonTek representative Craig Huhta delivered a new ADV prototype to the Indiana District and participated in testing of the new instrument. The new ADV prototype has been improved over the first proof-of-concept (POC) prototype for the wading-rod application. This "second-generation" prototype is an intermediate model between the POC prototype and the first commercially available units that SonTek plans to offer. The purpose of the second-generation prototype is USGS testing - testing intended to produce data and suggestions that SonTek can use to refine ADV design and features for development. New features of the second-generation prototype follow.

Second-generation ADV prototype probe head

Second-generation ADV interface box that contains a keyboard, display screen,
ADV electronics and power supply.
The testing of the second-generation ADV wading-rod prototype consisted of making discharge measurements at eight USGS streamflow-gaging stations. One ADV discharge measurement was made per station. A mechanical current meter (conventional) discharge measurement was made concurrently for comparison. The same tag line and stations were used for both measurements, to the extent possible. The following table is a summary of the discharge-measurement tests.
|
USGS streamflow-gaging station |
Conventional Measurement |
ADV Measurement |
||||||
|
Meter |
<Rated |
Width (ft) |
Area (ft2) |
Mean velocity (ft/s) |
Discharge (ft3/s) |
Discharge (ft3/s) |
Departure from conventional measurement discharge (percent) |
|
|
Eagle Creek at Zionsville |
AA |
Good |
33.0 |
44.1 |
1.05 |
46.4 |
46.7 |
0.6 |
|
Little Buck Creek near Indianapolis |
AA |
Poor |
23.4 |
25.1 |
0.22 |
5.69 |
6.48 |
13.9 |
|
Little Buck Creek at Southport |
Pygmy |
Fair |
25.5 |
10.1 |
0.59 |
5.98 |
6.45 |
7.9 |
|
Derbyshire Creek at Southport |
Pygmy |
Fair |
11.7 |
5.9 |
0.21 |
1.26 |
1.30 |
3.2 |
|
Fall Creek at Millersville |
AA |
Good |
60.0 |
119 |
1.32 |
158 |
159 |
0.6 |
|
White River at Noblesville |
AA |
Fair |
154 |
220 |
1.85 |
408 |
391 |
-4.2 |
|
Stony Creek at Noblesville |
Pygmy |
Good |
43.0 |
46.5 |
0.51 |
24.0 |
25.5 |
6.3 |
|
Fall Creek near Fortville |
AA |
Fair |
76.5 |
59.0 |
1.80 |
106 |
94.6 |
-10.8 |
[ADV; acoustic Doppler velocimeter; ft2, square feet; ft/s, feet per second; ft3/s, cubic feet per second; all data are provisional and subject to revision]
Stream conditions varied from site to site: water velocities ranged from nearly zero to more than 25 ft/s, depths from 0.2 to 2.8 ft, and streambed conditions ranged from rocky to smooth and sandy. The following conclusions were drawn from the tests:

Concurrent ADV and conventional discharge measurements.
On January 24 a test plan was discussed with Craig Huhta for ADV tow-tank tests at Stennis Space Center; the tests were conducted on February 1. The tests involved towing the ADV through the tank at various known speeds to collect data on water velocity measurement accuracy. Preliminary results of the tests will be posted here when they become available.
With initial testing of the second prototype complete, the project now will proceed along the following general schedule:
Profiler
In December, the Indiana District received the Nortek proof-of-concept (POC) profiler integrated with a custom transducer head for the profiler application. Nortek supplied software modules so that Indiana District personnel can begin work on data-collection programs for a field computer. The District also received a prototype "boogy board" floating platform from the OceanScience Group; this platform will be used to float the profiler during data collection on streams. Indiana District personnel will begin data collection with POC prototype by February 23.

Proof-of-concept profiler mounted to floating platform to be used for field
tests.
| Main |
| Introduction |
| Wading Discharge Measurements |
| Hydroacoustic Technologies for Wading Discharge Measurements |
| Project Progress |
| Project Plans |
| Project Updates |
| References |
Indiana District Hydroacoustics
Main Page
Office of Surface Water
Hydroacoustic Support Pages