Cable Mounted Dredge Pumps
Cable Hanging Dredge Pumps can be deployed with a Barge or Excavator.
This unit can be Cable or Boom Deployed.
Cable Or Boom Deployed Dredge
The video shows an EDDY Pump unloading a barge with a boom deployment. This unit can also be hung from a cable, A-frame on floating barge or from a boom as well. Call about your project and we can work to match your setup to our dredge pump.
Cable Deployed Eddy Pump with Water Jetting Agitator. Barge or excavator mountable.
EDDY Pump’s submersible electric and hydraulic driven dredge pump, with water jetting ring agitator option, is a market leader in high solids pumping. Unlike other dredge pumps, the EDDY Pump design does not have an impeller, but instead a heavy duty geometrically designed rotor that creates a synchronized eddy current similar to a tornado.
The EDDY Pump Submersible dredge pump with water jetting ring can be attached by cable and suspended from a crane, excavator, telehandler or other device for optimal solids pumping. The high chrome EDDY Pump will outperform any pump on the market while not clogging like conventional pumps or having downtime associated with maintaining critical tolerances.
This cable deployed dredge pump setup spans from 4-inch to a 12-inch pumps. Production measures at 100-450 cubic yards per hour of material, at distances over 2000-ft.
The water jetting ring can be configured in ways to break up the most consolidated material while feeding the EDDYPump.
For a historical Case Study Read Below.
Historical Case Study
Early EDDY Pump Testing
Nearly 30 Years of Dredging Experience
EDDY Pump Dredging Demonstration at Cresta Reservoir
by LARRY L. HARRISON 1, Member ASCE and HARRY P. WEINRlB
A demonstration test of a new environmentally friendly slurry dredging technology using the “EDDY Pump,” a patented vortex slurry pump, was performed in 1994 at Cresta Reservoir in northern California to verify its performance capabilities and to determine the potential environmental impacts of proposed dredging. The reservoir, located on the North Fork Feather River in Plumas County, has accumulated approximately 2.3 million cubic meters of sediment, filling almost half its total capacity since it was placed in service in 1949. The sediments jeopardize the reliable operation of the dam and the 70,000 kW Cresta Powerhouse by obstructing reservoir outlets, The owner has conducted a number of comprehensive studies investigating sediment management alternatives for the reservoir since the mid-1980s.
For the EDDY Pump demonstration, approximately 7,833 cubic meters of sandy sediment deposits near Cresta Dam were dredged and returned to the reservoir bottom 600 meters upstream. Turbidity, suspended solids, dissolved oxygen, flow, the density of the slurry, and production rate were monitored. It was concluded that the dredge performance exceeded the manufacturer’s production specifications and easily complied with restrictive water quality standards. Slurry densities greater than 70 percent solids by weight were sustained, while peaks over 90 percent were achieved. Production rates of over 230 cubic meters per hour were observed. The maximum turbidity of the discharge plume was only 12 Nephelometric Turbidity Units (NTU) over ambient.
Since 1984, the owner _of Cresta Reservoir has evaluated a number of methods to address sediment problems there. and at the similar Rock Creek Reservoir located upstream. Clamshell and hydraulic suction dredging with sediment disposal by truck, rail or slurry pipeline to distant landfill sites were considered. All of these options involve
The novel EDDY Pump is a physically simple machine that belies its
The new EDDY Pump technology promised: 1) little or no turbidity or resuspension at the dredge suction, 2) ability to dredge to the full depth of the reservoirs, 3) ability to handle a wide range of materials from clay to cobbles and organic debris, 4) ability to transport sediments as high-density slurry, and minimal effluent to be treated at the disposal site. In addition, the high density of the slurry suggested the feasibility of depositing the slurry underwater without
To verify the feasibility of EDDY Pump dredging and in-reservoir deposition, the owner entered an agreement with “PB-MK Consultants and Engineers,” an affiliate of the EDDY Pump Corporation, to perform project study. a full-scale demonstration of the technology at Cresta Reservoir. The demonstration called for approximately 7,646 cubic meters to be dredged near the dam and redeposited on the reservoir bottom 610 meters upstream. Environmental parameters of
An innovative new dredge was designed and constructed by PB-MK for the demonstration. The dredge was constructed in modules for
The dredges main barge platform supporting the power and control cabin modules, and the pumping platform from which the dredge pump and drive motor were suspended. The two platforms were connected by a boom with a pivot connection at the main platform. An EDDY Pump with 0.254-meter diameter discharge driven by a variable speed submersible 224 kW electric motor was the heart of the system. Main electrical power was supplied by a 500 kW diesel generator. Pump speed control was achieved by varying the power frequency using a solid-state frequency driver. A 7.6 cubic meter/minute diesel-driven flushing water pump was mounted on the main platform and operated in standby mode to guard against pipeline plugs in the event of a malfunction. A flexible pump discharge hose, approximately 60 meters in length, was run from the pump platform through the boom and under the main platform on a system of rollers, allowing the pump to be raised and lowered as necessary. The equipment was set-up to dredge up to 30 meters deep. Electric drives were used for most powered equipment to minimize any chance of oil spills.
An induction type flow meter and a nuclear densitometer were mounted on a small instrument barge at the end of the discharge hose behind the main platform to monitor flow and density. Other instrumentation included an underwater video camera to observe the · dredge suction area, side scan sonar, continuous reading turbidimeters, power demand meters and position indicators. An
DREDGE DESCRIPTION continue
A 0.254-meter diameter high-density polyethylene pipeline 550 meters long with thermal-welded joints was extended from the instrument barge to the discharge platform. Floats were strapped to the pipeline at 4.5-meter intervals. At the end of the pipeline, a floating platform was designed to suspend a sediment curtain and to support a ported diffuser within the curtain. For the discharge distance of 610 meters, no booster pumps were required. If needed for longer pipelines,
Unfortunately, the design of the discharge sediment curtain proved unsuccessful and the curtain was removed for most of the demonstration following initial start-up. Even so, the water quality • parameters remained well within the agency requirements. It is believed by the authors that an improved curtain design could have achieved even lower levels of turbidity and
In operation, the main platform was positioned by winch lines at each comer tied off to onshore anchor points and the dam. In open waters, marine anchors would be used. A
While the main platform was held fixed, the pumping platform was swung slowly about the pivot joint by winch controls through an arc of up to 2.1 radians (120 degrees).
The pump was raised or lowered to dredging depth by four winch lines, one attached to each comer of the pump support frame. By varying the length of the suspender cables independently, the pump and suction nozzle were angled to optimize suction efficiency. The ability to control. the nozzle attitude and location on all three axes allowed material to be dredged with surgical precision compared to other dredging methods. In addition, the pump was mounted on trunnions •. in its support frame so it could be articulated back and forth by a pneumatic ram at the same time it was swung through the arc to dredge a 2.4-meter wide swath. After each swing, the dredge was repositioned for the next pass.
The physical performance of the dredge exceeded expectations. Slurry densities greater than 70 percent solids by weight were sustained, while peaks over 90 percent were achieved. Sustained production rates of over 230 cubic meters per hour were observed. In one 6.5-hour long test run, approximately 1681 cubic meters were dredged. The material dredged was predominately medium to fine sand with aD-50 of 0.5 mm. Quantities of sunken driftwood and organic debris were observed by the underwater video camera to be pumped through the system without clogging. In several instances, large pieces of wood and chunks of concrete were observed to be sucked into the pump and discharged through the pipeline. Depths of 15 meters were dl’edged with no problem. Deeper dredging, to the 30-meter design capability, was not attempted because the resulting excavation volume would have exceeded the volume approved by the US Army Corps of Engineers’ permit. The dredging demonstration was stopped when the cumulative volume reached 7,833 cubic meters.
TABLE 1- SELECTED DREDGING PRODUCTION DATA (PG&E, 1995)
% of 0(2erating
|Total Cubic Meters||
DEMONSTRATION RESULTS continued
Turbidity, TSS, and dissolved oxygen (DO) were measured at the upstream control station, near the dredge suction, in the plume downstream of the discharge, and at the compliance station established at the power tunnel intake. On average, turbidity around the pump intake. exceeded background levels by only 1.2 NTU. At no time did turbidity or suspended solids concentrations measured at the intake structure compliance station approach the limits set by the agencies. The maximum turbidity increase was 1.9 NTU and maximum suspended solids measurement was 9.0 mg/1. Downstream of the discharge platform, turbidity was far below the limits specified for the compliance station. The maximum increase over ambient was 12 NTU. Dissolved oxygen concentrations were not measurably affected by the dredging. (Creek, PG&E, 1995)
TABLE 2- SELECTED TURBIDITY & TSS DATA (Creek, PG&E, 1995)
at Somalia ce
|Maximum at mid-depth at||Maximum DIS|
|Outflow CMS||Station,||Station, C-2||Suction Head|
|Turb. (NTU)||TSS (mg/1)||Turb. (NTU)||TSS (mg/1)||Turb. (NTU)||Turb. (NTU)|
|12/19/94||92||0. 5||2. 0||2.4||8.0||0.7||2.2|
A second generation dredge is now under construction that will improve upon the prototype dredge used for the Cresta demonstration. Portability and rapid mobilization capability are primary features of the new design.
- EDDY Pump slurry suction dredging provides an environmentally superior dredging methods to meet strict water quality standards.
- Very little turbidity or re-suspension of sediments occmTed at the suction head.
- The EDDY Pump is capable of high production rates. Comparable to much larger conventional suction dredges.
- The EDDY Pump dredge is capable of passing large volumes of woody debris and other foreign material in sediments without clogging.
- High slurry density minimizes the volume of effluent to be treated and disposed of upland deposition of sediments.
- The capability of the technology to pump dense slurries long distances provides a pipeline alternative for transporting sediment to distant disposal sites.
- Following solution of initial start-up problems, the prototype dredge proved capable of sustained reliable operation.
- The discharge of sediment slurry into the water column resulted in low levels of turbidity and TSS, well within the limits of stringent water quality standards, without the use of a sediment containment curtain.
- Creek, Korbin D.
andTimothy H.Sagraves, (1995), “Eddy Pump Dredging: Does It Produce
Water Quality Impacts?,” ASCE Waterpower ’95 Conference, p. 2246-2252
- Harrison, Larry L., Wing H.Lee
andScottTu, (1995), “Sediment Pass-Through, An
• PG&E (Pacific Gas and Electric Co. Technical and Ecological Services Department) (1995) “Results of Water Quality Monitoring During the 1994 EDDY Pump Demonstration on Cresta Reservoir,” Report No. 402.331-95.23.