| Utility Line Trenching for the Electric Power Research Institute.
The
Soft Trencher was completed for the Underground Transmission Department
of the Electric Power Research Institute in 1994 as a prototype
machine to dig large utility trenches. The unit employs a telescoping
boom with multiple supersonic air jets to loosen and remove the
soil by vacuum without physical contact. The unit can dig a trench
nominally 3 feet wide by 5 feet deep while continuously discharging
the excavated material via an on-board conveyor into an adjacent
truck or onto the ground next to the machine. Rocks smaller than
7 inches in size pass through the boom, while larger rocks can be
lifted by suction with the boom out of the trench.
Soft Trencher Digging Boom
Specifications
| Boom |
3 section telescoping steel 7 in min diameter |
| Extension |
22 ft |
| Motion |
+/- 25 deg left/right, vertical to 50 deg in/out |
| Reach |
10 ft 11 in at surface, 7 ft 3 in at 5 ft depth |
| Depth Digs |
2 ft flat bottom at 12 ft 7 in deep |
| Digs |
8 ft flat bottom at 11 ft 4 in deep |
| Width |
12 in min; over 6 ft maximum |
| Rate |
Generally 3 to 6 cubic feet per minute |
| Controls |
Remote box on 25 ft umbilical cable,
4 fully proportional joysticks control boom and unit movement |
Soft Trencher Vehicle Specifications
| Engine |
Detroit turbo charged 270 bhp 6 cyl diesel 426
cid DDEC electronics |
| Fuel tank |
100 US gallons |
| Air Compressor |
Sullair 600 cfm, 150 psig rotary screw |
| Vacuum |
Sutorbilt 3200 cfm, 12 in Hg rotary positive displacement |
| Filters |
Twelve 13 inch diameter polyester washable filters |
| Cleaning |
Goyen valves blow back two cartridges at a time |
| Discharge |
Flexible wall, elevating conveyor with chute to ground or
truck |
| Speed |
4 mph travel, 1 ft/min trenching |
| Grade |
20% max |
| Controls |
Hydraulic power steering and brakes |
| Drive |
2 wheel hydraulic motor and torque hubs |
| Size |
102 in wide by 372 in long by 137 in high |
| Weight |
30,000 lbs |
Please click on a thumbnail to view the larger picture and its description.
Projects
Hanford Washington
Over a four-week period, 14 trenches and 14 light-post
holes were cut at the Hanford Nuclear Site. Trench depths ranged from 2 to 8 feet, while widths
ranged from 1 1/2 to 3 1/2 feet. The light pole holes were approximately
8 foot deep by 3 foot square. In addition, the Soft Trencher safely
uncovered a fiber optic line and a clay sewer line that had not
been known to be there. Although the overall excavation rate depended
on the percent of time doing non-digging activities including shoring,
moving the unit, and trench clean-up, in this predominately sandy
soil, an average rate of about 5 to 6 cubic feet per minute was
achieved.
Savannah River Drum Project
In the late 90’s, CEG was asked by Savannah
River DOE Site to perform a test to see if the CEG’s soft
trencher technology could excavate buried drums. A box was constructed
that contained a number of 55 gallon drums that were covered with
compacted dirt. The CEG soft trencher using AIR-SPADE‚ supersonic
nozzles was successful in uncovering the drum tops without damaging
them and was much faster than digging by hand. To view a video of the demonstration see the video section of our Reference Library page.
Unexploded Ordnance Advanced
Technology Demonstration Program
In late 1995, CEG used the Soft Trencher to demonstrate
the capabilities of Safe Excavation technology for remediation of
unexploded ordnance for the US Army. Under Phase II of the Unexploded
Ordnance Advanced Technology Demonstration Program conducted at
the Jefferson Proving Ground, CEG successfully uncovered 13 targets
ranging from a 81mm howitzer shell to a 250-pound bomb in an 18-hour
period. Excavation rates averaged 3 cubic feet per minute in undisturbed,
field type conditions. This was the highest number of targets successfully
uncovered by any remediation technology demonstrated during the
two-year program. In addition, glass vials were successfully uncovered
for a representative of the Corps of Engineers during the demonstration.
Boston "Big Dig"
In 1996 / 1997, the Soft Trencher was taken to Boston for evaluation under the central Artery Tunnel Project. Project engineering felt that vacuum excavation was needed to penetrate the "utility barrier," the maze of intertwined underground utilities roughly up to 10 feet deep under the streets of Boston. The photo shows a test pit being dug near the Federal Bank Reserve Bank in Downtown Boston. The Soft Trencher offered several unique benefits for the "Big Dig." Unlike conventional vacuum trucks that had to stop work to make time consuming round trips miles off-site to dump, the flow-through material design of the Soft Trencher would allow it to remain working on-site and loading standard dump trucks for spoil removal. The electro-hydraulic boom of the Soft Trencher also allowed for one operator to dig continuously without the fatigue associated with manually moving the heavy, rubber suction hoses of conventional vacuum tanks.
To see video of the Soft Trencher in action see our reference library. |