Hydraulic excavation around a pipeline buried under shallow water
A hydraulic excavation apparatus may be used for providing access to a pipeline buried under shallow water or in wetland locations, for example, in order to install an electro-mechanical clamp on the pipeline. This clamp can then be used for connecting externals anodes to the pipeline, for monitoring the level of corrosion protection of the pipeline, or for any other purpose.
1. A system for excavating soil around and above a pipeline buried under shallow water, the system comprising:
a hydraulic excavation apparatus including:
an enclosure wall having an inverted-U cutout at a bottom of each of two opposite portions of the enclosure wall;
water jetting pipes; and
hydraulic evacuation pipes;
a floating vessel including:
a hoisting system configured to lower and raise the hydraulic excavation apparatus through a retainer mounted on the floating vessel, wherein the hydraulic excavation apparatus passes through the retainer;
a pressure jetting pump configured to fluidize soil by generating pressure jets at ends of the water jetting pipes; and
a dredging pump configured to evacuate fluidized soil from inside the enclosure wall through the hydraulic evacuation pipes.
2. The system of claim 1 , wherein the hydraulic excavation apparatus further includes a guide frame extending from the enclosure wall.
3. The system of claim 2 , wherein the retainer is capable of constraining the movement of the guide frame and maintaining the guide frame vertically.
4. The system of claim 1 , wherein the retainer is mounted on the floating vessel via a tilting mechanism.
5. The system of claim 1 , wherein the retainer includes a self-erecting gantry or a rectangular bracket.
6. A method for excavating soil around and above a pipeline buried under shallow water, the method comprising:
providing a hydraulic excavation apparatus including:
an enclosure wall having an inverted-U cutout at a bottom of each of two opposite portions of the enclosure wall;
a guide frame extending from the enclosure wall to a level above water;
water jetting pipes; and
hydraulic evacuation pipes;
lowering and raising the hydraulic excavation apparatus;
fluidizing soil by generating with a pressure jetting pump pressure jets at ends of the water jetting pipes; and
evacuating with a dredging pump fluidized soil from inside the enclosure wall through the hydraulic evacuation pipes.
7. The method of claim 6 , wherein the hydraulic excavation apparatus passes through a retainer mounted on a floating vessel and is lowered and raised through the retainer mounted on the floating vessel, the method further comprising constraining a movement of the guide frame and maintaining the guide frame vertically with the retainer.
8. The method of claim 6 , further comprising reducing an amount of soil that enters the enclosure wall by fitting the inverted-U cutout closely around the pipeline.
9. The method of claim 6 , wherein the inverted-U cutout is formed in a panel releasably secured to a portion of the enclosure wall attached to the guide frame.
10. The method of claim 6 , wherein the inverted-U cutout includes a circular portion that closely fits around the pipeline.
11. A method for excavating soil around and above a pipeline buried under shallow water, the method comprising:
providing a hydraulic excavation apparatus including:
an enclosure wall having an inverted-U cutout at a bottom of each of two opposite portions of the enclosure wall;
a guide frame extending above a top of the enclosure wall;
water jetting pipes; and
hydraulic evacuation pipes;
lowering and raising the hydraulic excavation apparatus;
fluidizing soil by generating with a pressure jetting pump pressure jets at ends of the water jetting pipes;
evacuating with a dredging pump fluidized soil from inside the enclosure wall through the hydraulic evacuation pipe; and
effecting an electrical connection between an electro-mechanical clamp and the pipeline.
12. A hydraulic excavation apparatus including:
an enclosure wall having an inverted-U cutout at a bottom of each of two opposite portions of the enclosure wall;
a guide frame extending from the enclosure wall;
water jetting pipes, each water jetting pipe having an end located adjacent to a bottom end of the enclosure wall, each water jetting pipe being terminated by a first water jet nozzle; and
hydraulic evacuation pipes, each hydraulic evacuation pipe including a port that is positioned near a bottom end of the enclosure wall,
wherein the inverted-U cutout is formed in a panel releasably secured to a portion of the enclosure wall attached to the guide frame.
13. The hydraulic excavation apparatus of claim 12 , wherein at least one water jetting pipe further includes a second water jet nozzle located along the at least one water jetting pipe and configured to generate a pressure jet directed essentially horizontally, and wherein the first water jet nozzle is configured to generate a pressure jet directed essentially vertically.
14. The hydraulic excavation apparatus of claim 12 , wherein the end of each water jetting pipe is located inside the enclosure wall and above the bottom end of the enclosure wall, and wherein the port of each hydraulic evacuation pipe is located inside the enclosure wall and above the bottom end of the enclosure wall.