Underwater pipeline burying apparatus and method

Abstract

The present invention provides an improved pipeline burying apparatus that uses specially configured jetting nozzles that intake sea water surrounding the nozzle. The apparatus provides a frame supporting spaced apart left and right inclined pipe sections that arc configured to be placed on opposing sides of the pipeline to be buried. Each inclined pipe section is fitted with a plurality of jetting nozzles that are positioned on one of the inclined pipe sections, in vertically spaced apart positions and in horizontally spaced apart positions. At least some of said jetting nozzles include a nozzle body having an outer surface and a main, central longitudinal fluid flow channel with a central channel axis. A fluid inlet end portion of the nozzle body has an externally threaded portion that enables connection to an internally threaded portion of a selected one of the inclined pipe sections. A discharge end portion of the nozzle body extends outwardly from an inclined pipe and the threaded portion. A plurality of lateral channels each intersect the main channel at an acute angle. In one embodiment, the main central longitudinal channel has an inlet section with an inlet section diameter, a discharge section having an outlet section diameter and a connecting section that is in between the inlet section and the outlet section.

1 . An underwater pipeline burying apparatus, comprising:
 (a) a frame;   (b) spaced apart left and right inclined pipe sections of the frame that are configured to be placed on opposing sides of the pipeline to be buried;   (c) each said inclined pipe section fitted with a plurality of jetting nozzles that are positioned on a said pipe section in substantially vertically spaced apart positions and in substantially horizontally spaced apart positions; and   (d) at least some of said plurality of jetting nozzles including:
 a nozzle body having an outer surface and a main, central longitudinal channel with a central channel axis; 
 a fluid inlet end portion of said body having an externally threaded portion; 
 a discharge end portion of said body extending outwardly from a said inclined pipe section and said threaded portion; and 
 a plurality of lateral channels that intersect said main channel at an acute angle. 
   
     
     
         2 . The pipeline burying apparatus of  claim 1  wherein said main central longitudinal channel having an inlet section with an inlet section diameter, a discharge section having an outlet section diameter and a connecting section that is in between the inlet section and the discharge section. 
     
     
         3 . The pipeline burying apparatus of  claim 2  wherein the connecting section is generally cylindrically shaped. 
     
     
         4 . The pipeline burying apparatus of  claim 2  wherein the connecting section has a diameter that is smaller than the diameter of the discharge section. 
     
     
         5 . The pipeline burying apparatus of  claim 2  wherein at least one said lateral channel intersects with said discharge section. 
     
     
         6 . The pipeline burying apparatus of  claim 2  wherein multiple said lateral channels intersect with said discharge section. 
     
     
         7 . The pipeline burying apparatus of  claim 2  wherein each lateral channel has a lateral channel inlet and a lateral channel outlet that is in fluid communication with said discharge section, and wherein the lateral channel outlet is closer than the lateral channel inlet to the discharge end portion. 
     
     
         8 . The pipeline burying apparatus of  claim 1  wherein there are at least three of said lateral channels. 
     
     
         9 . The pipeline burying apparatus of  claim 1  wherein there are at least four of said lateral channels. 
     
     
         10 . The pipeline burying apparatus of  claim 1  wherein at least a part of said central longitudinal axis is conically shaped. 
     
     
         11 . The pipeline burying apparatus of  claim 1  wherein at least a part of said central longitudinal axis is frustoconically shaped. 
     
     
         12 . The pipeline burying apparatus of  claim 1  wherein said angle is between about ten and eighty degrees. 
     
     
         13 . The pipeline burying apparatus of  claim 1  wherein said angle is between about twenty and seventy degrees. 
     
     
         14 . The pipeline burying apparatus of  claim 1  wherein said angle is between about thirty and sixty degrees. 
     
     
         15 . The pipeline burying apparatus of  claim 1  wherein said angle is between about forty and fifty degrees. 
     
     
         16 . The pipeline burying apparatus of  claim 1  wherein said angle is about forty-five degrees. 
     
     
         17 . The pipeline burying apparatus of  claim 1  wherein the fluid inlet includes a supply of pressurized air. 
     
     
         18 . The pipeline burying apparatus of  claim 17  wherein the pressurized air has a flow rate of between about 400 cubic feet per minute (c.p.m) (11 cubic meters per minute) and 10,000 cubic feet per minute (c.p.m.) (283 cubic meters per minute). 
     
     
         19 . The pipeline burying apparatus of  claim 17  wherein the pressurized air has a pressure of between about 100 and 300 p.s.i. (689 and 2,068 kpa). 
     
     
         20 . The pipeline burying apparatus of  claim 1  wherein the fluid inlet connects to a source of fluid of between 400 c.f.m. (11 cubic meters per minute) at 100 p.s.i. (689 kpa) and 10,000 c.f.m. (283 cubic meters per minute) at 300 p.s.i. (2,068 kpa). 
     
     
         21 . A method of burying an underwater pipeline, comprising the steps of:
 (a) providing a frame that is adapted to travel along the pipeline to be buried, the frame having one or more substantially vertical members fitted with multiple jetting nozzles, each jetting nozzle having an outer surface and a central flow channel having an inlet that communicates with an interior of an inclined pipe and an outlet that discharges pressurized fluid externally of an inclined pipe to cut soil or sediment at a seabed;   (b) pumping fluid under pressure to the central flow channel of the jetting nozzles via the vertical members; and   (c) mixing sea water that is at a hydrostatic pressure based upon water depth at the jetting nozzles with the fluid under pressure of step “b” by intaking the sea water via one or more lateral flow lines that each communicate with the nozzle outer surface and the nozzle central flow channel.   
     
     
         22 . The method of  claim 21  wherein the pressure in step “b” is between about three hundred p.s.i (2,068 kpa) and three thousand p.s.i. (20,684 kpa). 
     
     
         23 . The method of  claim 21  wherein the central channel has an inlet section with an inlet section diameter, a discharge section with a discharge section diameter and a connecting channel section in between the inlet section and discharge section. 
     
     
         24 . The method of  claim 23  wherein the connecting channel has a diameter that is smaller than the discharge section diameter. 
     
     
         25 . The pipeline burying apparatus of  claim 1  wherein the apparatus is powered by 100 to 20,000 total horsepower (74.57 to 14,913 kilowatts). 
     
     
         26 . The method of  claim 21  wherein in step “b” the fluid includes air. 
     
     
         27 . The method of  claim 26  wherein the air flows at between 400 and 10,000 cubic feet per minute (c.f.m.) (11 to 283 cubic meters per minute). 
     
     
         28 . The apparatus of  claim 1  wherein the frame weighs between 5 tons (4.5 metric tons) and 250 tons (227 metric tons). 
     
     
         29 . The method of  claim 21  wherein the frame operates at a seabed soil pressure of between about 200 pounds per square foot (9.58 kilopascals) and 6,265 pounds per square foot (299.97 kilopascals). 
     
     
         30 . The method of  claim 21  wherein the soil or sediment density is between about 68 pounds per cubic foot (1,089 kilograms per cubic meter) and 187 pounds per cubic foot (2,995 kilograms per cubic meter). 
     
     
         31 . The method of  claim 21  wherein the pipeline is between about 2 inches (5.08 centimeters) and 84 inches (213 centimeters) in diameter. 
     
     
         32 . The method of  claim 31  wherein the pipeline is rigid steel, flexible steel, an umbilical, HDPE, or a cable. 
     
     
         33 . (canceled)