Pressure differential seafloor corer-carrier

• US 4,234,046 A
• Filed: 04/30/1979
• Issued: 11/18/1980
• Est. Priority Date: 04/30/1979
• Status: Expired due to Term

• Current Assignee: Harvey H. Haynes
• Original Assignee: Harvey H. Haynes
• Inventors: Haynes, Harvey H.
• Primary Examiner(s): Leppink, James A.
• Assistant Examiner(s): Favreau, Richard E.
• Application Number:
  US06/034,220
• Time in Patent Office: 568 Days
• Field of Search: 175/5, 175/6, 175/8, 175/9, 175/58, 175/59, 175/60, 175/94, 175/381, 175/213, 175/217, 175/218, 114/295, 114/296, 405/224, 405/225, 173/91
• US Class Current: 175/6
• CPC Class Codes: E21B 25/18 the core receiver being specially adapted for operation under water
• CPC Class Codes: E21B 7/124 with underwater tool drive prime mover, e.g. portable drilling rigs for use on underwater floors

Abstract

A pressure differential seafloor corer-carrier for obtaining long core samples of seafloor sediments. The corer-carrier is composed of two main components: The first component is a pump assembly that pumps seawater and sediment as to create a negative pressure differential; the negative pressure differential being the driving force that forces the corers into the seafloor such that cores of over 100 feet in length can be obtained. The second component is a space frame mounted and fastened to the pump and functions as a rack to which conventional corers are attached. Once the corers are embedded to their full length, the pump is used to create a positive pressure differential which helps remove the corer-carrier from the seafloor.

Claims

1. A pressure differential seafloor corer-carrier for obtaining long core samples of seafloor sediments, comprising:

a. a space frame having a longitudinal axis;

b. a plurality of soil corers mounted lengthwise along the longitudinal axis of said space frame;

c. a pressure-differential pump unit connected to said space frame for driving said space frame and corers into the seafloor in a general direction along the longitudinal axis of said space frame;

d. said pump unit including means for pumping water and sediment from the seafloor through the pump unit to force said space frame and said soil corers into the seafloor;

e. said pump unit also including means for reversing the flow of water and sediment therethrough for backing said pump unit out of the seafloor together with said space frame and said soil corers.

2. A device as in claim 1 wherein said pressure-differential pump unit is mounted on the leading end of said space frame.

3. A device as in claim 1 wherein means is provided for raising and lowering said corer-carrier to the seafloor from a surface vessel and to impart a righting-moment should the corer-carrier tilt, said means for raising and lowering the corer-carrier including electrical and hydraulic links to said surface vessel.

4. A device as in claim 1 wherein an underwater buoy is attached to the upper end of said space frame to aid said corer-carrier in remaining vertically straight at it is driven into the seafloor.

5. A device as in claim 1 wherein said plurality of soil corers are mounted on the exterior surface of said space frame.

6. A device as in claim 1 wherein said corers are mounted outboard of the diameter of said space frame and pump unit in order that they will move through undisturbed sediment for obtaining high quality sediment core samples.

7. A device as in claim 6 wherein said corers are mounted in a symmetrical pattern about said space frame to provide a balanced-load condition which assists the corer-carrier in going into the seafloor straight.

8. A device as in claim 1 wherein said pump unit comprises:

a. a cylindrical pump housing open at either end thereof;

one end being the leading edge of said pump housing and the other end being the expulsion end thereof;

b. a watertight, pressure-resistant bulkhead spanning the interior walls of said housing at a position intermediate the open ends thereof and separating the interior of said housing into upper and lower housing chambers;

c. an hydraulic cylinder containing a first piston means mounted centrally to said bulkhead;

said first piston means operable to be moved in a reciprocating manner;

d. an hydraulic power system connected to said hydraulic cylinder for operating said first piston means in said reciprocating manner;

e. a second piston means movably mounted between said bulkhead and the leading edge of said cylindrical pump housing;

f. a ram-rod means slideably passing through one end of said hydraulic cylinder and connecting said first piston means to said second piston means to impart movement from said first piston means to said second piston means;

g. a first set of check valves, at least one in said bulkhead and at least one in said second piston means, respectively, operable to allow water and sediment to pass therethrough from said lower housing chamber to said upper housing chamber only when said corer-carrier is to be moved downward into the seafloor; and

, a second set of check valves, at least one in said bulkhead and at least one in said second piston means, respectively, operable to allow water and sediment to pass therethrough from said upper housing chamber to said lower housing chamber only when said corer-carrier is to be moved back out of the seafloor;

h. operation of said first and second piston means by means of said hydraulic power system with only said first set of check valves functioning so as to allow water and sediment to pass upward through said pump unit causing said corer-carrier to move downward into the seafloor, and operation of said pump pistons with only said second set of check valves functioning so as to allow water and sediment to pass downward through the pump unit causing said corer-carrier to backup out of the seafloor.

9. A device as in claim 8 wherein said hydraulic power system is located remote from said corer-carrier.

10. A device as in claim 8 wherein the expulsion end of said cylindrical housing is tapered to a smaller diameter so that during backing out from beneath the seafloor the corer-carrier will tend to follow the same path as in entering the seafloor.

11. A device as in claim 8 wherein lock means are connected to each of said first set and said second set of check valves, respectively, for permitting said check valves either to operate in a functioning mode where water and sediment are allowed to pass through the respective valves in one direction only or to be locked in a non-functioning mode where nothing is allowed to pass therethrough in either direction.

12. A device as in claim 11 wherein said lock means are operated by solenoids that can be remotely actuated from another location.

13. A device as in claim 8 wherein said pressure-differential pump unit is located on the leading end of said space frame.

14. A device as in claim 13 wherein operation of said first and second hydraulic piston means creates a pressure differential which in turn forces said corer-carrier into the sediment and soil of the seafloor, and the weight of sediment and soil above the pump unit as it moves beneath the seafloor acts to enhance the external pressure head to help drive the corer-carrier deeper into the seafloor.