PATENT ABSTRACT
A diverless process of tapping a pressurized subsea pipeline without removing the pipeline from service. The process includes the steps of lowering and landing a measurement tool onto the pipeline in order to check ovality and straightness of the pipeline. Pipe lift frames are lowered and landed onto the pipeline spaced from a chosen location. The pipeline is lifted by hydraulic actuators or mechanical screws on the lift frames. A hot tap machine and accompanying orientation frame are lowered from the surface and landed on the pipeline between the pipe lift frames. A fitting clamp is secured to the pipeline. A hot tap machine is lowered onto the hot tap fitting and orientation frame. The pipeline is then tapped with the hot tap machine.

PATENT DESCRIPTION
CROSS-REFERENCE OF RELATED APPLICATION 
     This application claims priority to U.S. Provisional Patent Application No. 60/128,014 filed Apr. 6, 1999, entitled DIVERLESS SUBSEA HOT TAP SYSTEM and is a continuation-in-part of U.S. patent application Ser. No. 09/417,553 filed on Oct. 13, 1999, entitled DIVERLESS SUBSEA HOT TAP SYSTEM. 
    
    
     BACKGROUND OF THE INVENTION 
     1. Field of the Invention 
     The present invention relates to a diverless process for tapping a pressurized subsea pipeline without removing the pipeline from service. This diverless process utilizes specialty clamping equipment, tapping equipment and remote operating vehicles for operating at water depths beyond that accessible by divers. 
     2. Prior Art 
     Various kinds of underwater pipeline work have been carried out using divers equipped with various tools. Deep water conditions entail high subsea pressure and dangerous conditions. Manned or diver equipped operations are not suitable if the pipeline is at a depth which is inaccessible by divers. 
     Remote operating vehicles perform visual and operational functions that are more limited than those functions performed by divers. To compensate for this limitation, processes must be developed to adapt the available technology to the work requirements. These processes are typically referred to as “diverless”. Developed diverless processes are easily adapted for use using divers and/or control from the sea surface in diver accessible water depths. 
     It has been proposed in the past to utilize a diverless underwater pipe tap system. De Sivry et al. (U.S. Pat. No. 4,443,129) discloses an example of a diverless underwater pipe tap system including a lifting device to engage and displace the pipe, a working platform installed vertically above the tapping region and various tools used to carry out operations including concrete stripping, ovality or roundness measurement, and a tapping operation. De Sivry et al. contemplates cutting out a section of the pipeline. There is no disclosure or suggestion of a tap procedure while the pipeline is under pressure and de Sivry would not be suitable for such an operation. 
     Likewise, various hot tap machines for tapping into a pipeline while the pipeline is pressurized have been disclosed. Reneau et al. (U.S. Pat. No. 4,223,925) discloses one example of a hot tap machine for an underwater pipeline. It is advantageous to perform work on the pipeline without interrupting the flow of liquids or gases therethrough. 
     It is also known to provide a remote operated subsea vehicle (ROV) controlled from the surface which includes thrusters or other mechanisms for propelling it through the water in response to a source of power at or controlled from the surface. 
     Brooks et al. (Re27,745) illustrates an example of a submersible wireline robot unit that may be controlled remotely. 
     None of the foregoing would be suitable for deep water conditions where the external subsea pressure is extreme. 
     Given that the life spans of certain deep water oil and gas developments will be coming to an end in the near future, there will be an increasing number of existing pipelines which have excess transport capacity, thereby leaving excess pipeline infrastructure in deep water locations. 
     If production from new fields can be tied into existing pipelines, then the investment in the pipeline can be spread out over more than one development. A diverless hot tap capability would allow the extension of pipelines from new fields to be connected to existing pipelines. This will reduce the overall length of the pipeline required to support a new field. 
     It would also be possible to lay new trunk lines into areas in order to support multiple future field developments which would use lateral pipelines without having to pre-install connection facilities and valves at predetermined locations along the pipeline. 
     Additionally, in deep water oil and gas developments, the cost of the pipeline infrastructure is estimated to be the majority of the cost of all of the installed subsea equipment. 
     As an alternative to diverless hot tap systems, it would be possible to take an existing line out of service, cut a section of the pipeline and bring it to the surface, install a valve, lower the section back to the bottom and reconnect with a suitable jumper. Such an approach is not only time-consuming but requires the pipeline to be out of service. It would also be possible to pre-install blind branch connection facilities in the pipeline for future tie-ins. A disadvantage is that a great number of branch facilities would have to be installed to cover all possible future tie-in locations, a procedure that would be both time-consuming and expensive. 
     Notwithstanding the foregoing, there remains a need for a diverless process of tapping a deep water subsea pipeline under high pressure without removing the pipeline from service. 
     SUMMARY OF THE INVENTION 
     The invention described herein is a diverless process for tapping into a deep water, pressurized subsea pipeline without removing the pipeline from service. This invention provides a method to hot tap into an existing subsea pipeline and connect a second, or multiple, pipelines by means of a horizontal pull-in and connection process. 
     The initial phase will be locating a desired position of the hot tap along the pipeline and determining the in-situ conditions at that location. Various means such as subsea cameras, side-scan sonar, towed vehicles and remotely operated vehicles (ROV) may be used to locate and identify an area of interest. A preferred location on the pipeline will be indicated by the absence of any circumferential or longitudinal welds. 
     After the desired area of interest and pipe section have been located, it may be necessary to excavate soil, sand or silt from underneath the pipeline to provide access for the hot tap equipment. A work-class ROV may be used to blow away the soil, sand or silt or a suction dredge may be used to remove it, thereby creating an excavated area for installing the hot tap equipment. It may then be necessary for the ROV to clean the pipeline using a hydraulically operated brush or low pressure water jet. 
     In the next stage, two or more pipe lifting frames will be lowered from the surface and aligned by the ROV to straddle the pipeline during positioning. The lifting frames will be spaced at appropriate positions along the pipeline to effectively lift the pipeline without exceeding its plastic limit or otherwise damaging the pipeline. The distance between, and the number of lifting frames required, will be dependent upon the pipe size, wall thickness, internal pressure, soil conditions and other site-specific parameters. 
     Each of the lifting frames incorporates a pipe grip mechanism that can move transverse or perpendicular to the axis of the pipeline and lowered onto the pipeline using hydraulic supply and controls provided by the ROV. The pipe lifting frames are also fitted with mud mats that may be extended or retracted by the ROV to provide sea bed stability. 
     After the lifting frame is positioned over the pipeline at the desired location, the pipe grip mechanism is lowered onto the pipeline using the ROV hydraulic supply and controls. After the pipe grip is lowered and brought into contact with the pipeline, the grip mechanism is closed securely around it and hydraulically locked. The pipe grip mechanism, then supporting the pipeline, is raised to the desired height above the sea bed by the ROV using a mechanical jack screw device or hydraulic means. The second pipe lifting frame is landed and operated in a similar manner so that the pipeline is supported by at least two lifting frames. 
     When the pipeline has been raised to the desired height by the pipe lifting frames, a measurement tool will be lowered from the surface on to the pipeline to check pipe roundness, ovality and axial alignment or straightness. The measurement tool will be guided into position and then powered and controlled by the ROV. 
     After the pipeline has been checked for ovality and straightness, the measurement tool will inspect the pipeline condition at the desired hot tap area and note any anomalies or welds in the area. In the event that the pipeline contains a longitudinal weld that would affect the sealing area, a weld bead removal tool will be lowered from the surface and guided onto the pipeline by the ROV. The ROV will then operate the weld bead removal tool to machine the weld flush with the pipe surface. 
     In the next stage, a pipe fitting frame assembly will then be lowered over the pipeline at the desired hot tap location. The pipe fitting frame assembly will include a hot tapping machine pre-installed at surface level on a hot tap fitting clamp by means of a releasable connector. The hot tapping machine and hot tap fitting clamp are integrated together into the pipe fitting frame. The hot tap cutter will be in retracted position during lowering to preclude initial contact with, and possible damage to, the pipeline. 
     After the pipe fitting frame has landed out on the pipeline, it is secured to the pipe by means of two ROV-operated pipe clamps located at opposite ends of the frame. Next, the hot tap fitting clamp is extended to the pipe and closed around it by means of ROV-supplied hydraulics and controls. After the hot tap clamp has been closed around the pipe, the ROV will tighten each of the clamp bolts. After the hot tap clamp has been securely tightened, the ROV will confirm that the hot tap isolation valve is open. Next, the ROV will perform an external seal test on the hot tap clamp and hot tapping machine assembly prior to making the hot tap. 
     Following a successful external seal test, the ROV will operate the hot tapping machine to perform the hot tap. The hot tapping machine will tap the pipeline using its cutter mechanism. When the hot tap operation has been completed and confirmed, the ROV will close the hot tap isolation valve and unlatch the hot tapping machine from the releasable connector hub which is located outboard of the hot tap isolation valve. The hot tapping machine and its support frame will then be retrieved to the surface. 
     In the next stage, a lateral pipe connector guide is lowered from the surface and guided into alignment stabs fixed to the pipe fitting frame. After the lateral pipe connector guide has landed out and secured to the pipe fitting frame, the ROV will pay out two pull-in cables from hydraulic winches mounted on the frame and attach them to the lateral pipe connector pull-in skid. The ROV then operates hydraulic winches to pull in the lateral pipeline connector to a position near the mating face of the releasable connector hub. 
     Next, the ROV will stroke the lateral pipe connector to seat against the mating hub and sequentially lock the connector to the hub. To ensure the connector is locked and to confirm the sealing integrity of the connection, the ROV will perform a final external seal test. 
     Following a successful external seal test, the ROV then opens the hot tap isolation valve which permits product flow to the lateral pipeline system. Finally, after the pipeline has been connected and tested, the lateral pipe connector guide and associated equipment are retrieved to the surface. 
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS 
     FIG. 1 illustrates an underwater deep sea pipeline residing on a sea floor or sea bed prior to the application of the present invention; 
     FIG. 2 illustrates an example of a remote operating vehicle; 
     FIG. 3 illustrates a measurement tool used in the process of the present invention; 
     FIG. 4 illustrates installation of a pair of pipe lift frames, part of the process of the diverless hot tap system of the present invention; 
     FIG. 5 illustrates the pipe lift frame being lowered with accompanying mud mats retracted; 
     FIG. 6 illustrates the pipe lift frame landed out on the sea floor and positioned over the pipeline; 
     FIG. 7 illustrates the pipe lift frame clamped onto the pipeline and with the pipeline lifted off the sea floor for subsequent access; 
     FIG. 8 illustrates the optional weld bead removal process; 
     FIG. 9 illustrates the hot tap fitting frame being lowered with the hot tapping machine pre-installed on the frame; 
     FIG. 10 illustrates the hot tap fitting frame landed out on the sea floor and positioned over the pipeline and between the pipe lift frames; 
     FIG. 11 illustrates the pipe support clamps on both ends of the hot tap fitting frame closed around the pipeline; 
     FIG. 12 illustrates the hot tap fitting clamps being aligned and closed onto the pipeline; 
     FIG. 13 illustrates the hot tap clamps being tightened on the pipeline by the remote operating vehicle; 
     FIG. 14 illustrates the ROV operating the hot tap machine to make the pipeline hot tap; 
     FIG. 15 illustrates the hot tap machine being retrieved to the surface; 
     FIG. 16 illustrates the hot tap machine support frame being retrieved to the surface; 
     FIG. 17 illustrates the lateral pipe connector guide being lowered into position over the hot tap fitting frame guideposts; 
     FIG. 18 illustrates the lateral pipe connector guide landed out onto the hot tap fitting frame; 
     FIG. 19 illustrates the lateral pipeline connector and skid assembly being pulled in to close proximity of an isolation valve; 
     FIG. 20 illustrates the lateral pipeline connector aligned with and locked on to the isolation valve flange; and 
     FIG. 21 illustrates the lateral pipe connector guide released from the hot tap fitting frame and being retrieved to the surface. 
    
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 
     The embodiments discussed herein are merely illustrative of specific manners in which to make and use the invention and are not to be interpreted as limiting the scope of the instant invention. 
     While the invention has been described with a certain degree of particularity, it is to be noted that many modifications may be made in the details of the invention&#39;s construction and the arrangement of its components without departing from the spirit and scope of this disclosure. It is understood that the invention is not limited to the embodiments set forth herein for purposes of exemplification. 
     Referring to the drawings in detail, FIG. 1 illustrates a section of an underwater deep sea pipeline  12  residing on and supported by a floor  14  of a sea bed. FIG. 1, thus, illustrates the pipeline  12  prior to application of the present invention. The pipeline  12  will consist of a number of sections joined together with a plurality of circumferential welds  16 . Depending on the size of the pipeline and other factors, longitudinal welds (not seen) may also be encountered. Deep water locations, such as at 6,000 feet and below are known to produce high pressure conditions external to the pipeline, relative to the internal pressure of the pipeline. The present invention is adaptable to various diameter pipelines but is particularly useful for 10″ to 20″ diameter pipelines. 
     A remote operating vehicle (ROV)  18 , shown in FIG. 2, will assist in performing many of the steps or operations to be described in the present invention. The remote operating vehicle  18  will be controlled and may be powered from the surface. Various unmanned ROV&#39;s are well known in the field. 
     During the initial stages of the invention, the pipeline  12  will be located and a series of comprehensive procedures will be performed. Subsea cameras, side-scan sonar, towed vehicles and remotely operated vehicles (ROV) may be used to locate and identify an area of interest. A preliminary visual condition inspection will be conducted through the use of underwater cameras. The bottom conditions will be reported, the water current will be reported, the visibility surrounding the pipeline will be reported, the type of soil on the sea bed will be reported and the depth of the pipeline will be reported. Other survey information may be necessary and would be obtained. Additionally, the location of circumferential pipe seams and welds, if any, will be reported. The nature and condition of any coating on the pipeline, such as concrete or other material, will also be reported. 
     The pipeline  12  will be inspected in the area of interest and a pipe section will be identified between circumferential pipe welds  16 . A preferred location on the pipeline will be the absence of any longitudinal welds that, if present, may be later removed by a grinding tool or similar mechanism operated by the ROV. A circumferential weld  16  will be located and then a location along the pipeline will be located a short distance from the circumferential weld so that there will be no section of the hot tap fitting installed over or immediately adjacent to the circumferential weld. 
     At the outset, soil, sand or silt will be excavated from underneath the pipeline  12  to allow unrestricted installation of tools to be described herein. In one operation, the remote operating vehicle  18  will employ a pump to create a jet of sea water to blow away sand or silt from underneath the pipeline and create an excavated or exposed area beneath the pipeline. Alternatively, the ROV  18  may employ a suction device to create the desired excavation. 
     Therefore, the pipeline  12  at the selected location will be cleaned using a brush or low pressure waterjet powered and operated by the ROV. In some instances, external protective pipeline coating, such as fusion bonded epoxy, concrete or cement and the like, will be required to be removed prior to the next stage. A number of devices have been developed and are available to remove these coatings, and their use is possible within the scope of this invention. 
     Once the foregoing preliminary procedures have been completed, a measurement or metrology tool  30  as seen in FIG. 3 will be lowered onto the pipeline  12  from the surface at the selected location in order to check the circumferential roundness of the pipeline while simultaneously checking the axial alignment or straightness of the pipeline. The measurement tool  30  will be guided into position by the ROV and powered and controlled by the ROV&#39;s systems through the surface operator. The measurement tool moves a probe and camera back and forth axially as well as around circumferentially on the pipe surface to measure ovality and check for surface imperfections. If the pipeline is determined to be within the tolerances of roundness and straightness, the measurement tool may be removed and returned to the surface. Alternatively, the measurement tool  30  may be left on, or adjacent to, the pipeline  12  for use in a later sequence in the operation. 
     If the pipeline fails the roundness and straightness test at that location, the measurement tool  30  will be moved axially to another location on the pipeline  12  and the measurement tests will be performed again until a satisfaction location is found. 
     As illustrated in FIG. 4, after a suitable location along the pipeline  12  has been determined, a pair of pipe lifting frames,  36  and  38 , will be lowered from the surface to straddle the pipeline  12 . FIG. 5 shows an enlarged drawing of one of the lifting frames  36  or  38 , as it is being lowered into position. 
     At least one pair of the pipe lifting frames will be utilized. In some applications, four lifting frames (only two shown) will be required to achieve the desired results. Each lifting frame  36  and  38  will include a pair of opposed structural guides  40  and  42  and a cross-frame  44  upon which is installed a ROV control panel  46 . Extendable mud mats  48  and  50  are installed on each side of the lifting frame which can be rotationally extended to provide seabed support. In the present embodiment, the mud mats are positioned by hydraulic cylinders. FIG. 5 shows the mud mats in the retracted, travel position. Between the vertical structural guides,  40  and  42 , a transverse beam  52  is installed from which extends a pipe grip device  54 . 
     The pipe grip device  54  may be moved transversely or perpendicularly to the axis of the pipeline  12  and lowered onto the pipeline  12  by means of a hydraulic system provided by the remote operating vehicle  18  and controlled through the ROV control panel  46 . The pipe grip device  54  may be brought to a desired height in an even and incremental sequence by the ROV-controlled hydraulic system  46  acting upon hydraulic cylinders or other extension mechanism (not shown) within the vertical structural guides,  40  and  42 . 
     Before lifting the pipeline  12 , the mud mats  48  and  50  are hydraulically lowered into position to rest securely on the seabed, as seen in FIG.  6 . In the present embodiment, the mud mats are positioned by hydraulic cylinders. 
     The pipe grip device includes a pair of jaws which pivot to open or close. Next, the pipe grip device  54  is opened and lowered down to engage the pipeline  12 . After initial contact, the pipe grip device  54  is closed around the pipeline  12  and mechanically locked. The pipeline  12  may then be raised to the desired elevated position, as best seen in FIG.  7 . 
     This same sequence of operations is then repeated on each of the other pipe lifting frame or frames. 
     After both of the pipe lifting frames  36  and  38  have been installed as described and the pipeline  12  raised to the desired elevation, the measurement tool  30  will again be utilized to check the circumferential roundness and straightness of the pipeline  12 . 
     If the measurement tool has not remained on the pipeline  12 , it will be reinstalled between pipe lifting frames  36  and  38 . The remote operating vehicle  18  will be used to power and operate the measurement tool  30 . The roundness and straightness of the pipeline will again be checked in order to determine any effects of the aforementioned pipe lifting sequence. If the pipeline  12  is within the desired tolerances, the measurement tool  30  will be removed and retrieved to the surface. If the pipeline fails the measurement check, the pipe lifting frames may be repositioned and a new location selected for the forthcoming hot tap. 
     The next step in the sequence of the process, shown in FIG. 8, will only be performed if the pipeline  12  contains a longitudinal weld. A weld bead removal tool  58  will be lowered from the surface and landed onto the pipeline  12  in a manner similar to the measurement tool. The remote operating vehicle (not seen) will be docked into the weld bead removal tool  58  and will remove any longitudinal weld by grinding or machining from the pipeline. Confirmation of the weld bead removal tool  58  will be made through a subsea camera. After satisfactory weld bead removal, the removal tool  58  will be removed from the pipeline  12  and retrieved to the surface. 
     Prior to performing a subsea hot tap of the pipeline  12 , a hot tap fitting frame (to be described in detail) will be inspected on the surface and prepared for operation. The various seals and slips of the hot tap machine and fitting frame will be inspected. When the hot tap machine is used with a ball valve, it will be connected and checked. The hot tap machine and pre-installed ball valve are then rigged for deployment. 
     FIG. 9 illustrates the next sequence in the process. A hot tap machine  60  installed on a fitting frame  62  together with the pre-installed ball valve  64  and pipe clamp  66  is lowered from the surface onto the pipeline  12 . A hot tap machine support frame and horizontal structural guide  80  has also been mounted on the fitting frame  62  on the surface. 
     Hydraulically-operated pipe supports  68  and  70  are located at each end of the fitting frame  62  to capture the pipeline  12  after the frame has landed out on the pipeline. The combined hot tap machine/ball valve/pipe clamp assembly is supported in a structural guide system (not shown) within the lifting frame  62  that may be moved horizontally away from the pipeline during lowering and land out. The pipe clamp  66  is open at this stage in order to accept the pipeline  12  in a subsequent step. 
     FIG. 10 illustrates the hot tap fitting frame  62  landed out on to the pipeline  12 . The pipe supports  68  and  70  and the pipe clamp  66  are open and the hot tap machine/ball valve/pipe clamp assembly is retracted away from the pipeline  12  to prevent premature contact and possible damage to the pipeline  12 . Each pipe support  68  and  70  includes a pair of U-shaped pieces that rotate between open and closed position. 
     In FIG. 11, the ROV  18  has closed the pipe supports  68  and  70  at both ends of the fitting frame  62  and extended the hot tap machine/ball valve/pipe clamp assembly horizontally to contact the pipeline  12 . After the hot tap machine/ball valve/pipe clamp assembly has been extended to contact the pipeline  12 , the ROV  18  hydraulically closes the pipe clamp  66  around the pipeline. Closing the pipe clamp  66  is accomplished in three steps—1) the initial closing of the clamp  66 ; 2) subsequent tightening of the structural bolts along the side of the clamp  66 ; and 3) setting of the seals and packers by means of bolts at the end of the clamp  66 . Other pipe clamp designs may embody alternate means to obtain the same required results (a structurally secure and leak-tight clamp) within the scope of this invention. 
     FIG. 12 illustrates the ROV  18  tightening the structural bolts along the side of the pipe clamp  66  using a hydraulically-operated torque tool (not shown). To ensure a positive leak-tight seal, the ROV  18  will be capable of monitoring grip displacement indicators and the pressure seal between the pipeline  12  and pipe clamp  66 . 
     In the next sequence as seen in FIG. 13, the ROV  18  operates the hot tap machine  60  using a cutter mechanism (not shown) to machine out the hot tap coupon. Prior to making the hot tap, the ROV  18  confirms that the pre-installed ball valve is in the “open” position. After making the hot tap, the hot tap cutter will be retracted through the ball valve  64  and the ball valve will be “closed” by the ROV  18 . 
     After the hot tap has been completed, the ROV  18  disconnects the hot tap machine  60  from the ball valve  64  as shown in FIG.  14 . This is accomplished by means of a mechanical (bolted flange or hub) or hydraulic connection between the ball valve  64  and hot tap machine  60 . The present embodiment illustrates the use of a hub-type mechanical connection  20  which requires only 1 or 2 actuation screws to install. 
     FIG. 15 illustrates the hot tap machine  60  being retrieved to the surface. The ball valve  64  has been “closed” and the ROV  18  has checked the pipe clamp  66  and ball valve  64  for any leakage. 
     FIG. 16 illustrates the hot tap machine support frame and horizontal structural guide  80  being retrieved to the surface. This subassembly was supported and oriented by a plurality of vertical guideposts  82 . An alternate configuration (not shown) wherein the hot tap machine, support frame and horizontal structural guide are integrated into a single system is within the scope of this invention. 
     In the next sequence seen in FIG. 17, a lateral spool connector guide  84  is lowered from the surface and stabbed over the pair of vertical guideposts  82 . After initial guidance by the ROV, the lateral connector guide  84  lands out on the hot tap fitting frame structure  62 . FIG. 18 shows the lateral spool connector guide  84  completely landed out on the fitting frame structure  62 . The guide  84  includes a pair of opposed walls. 
     As seen in FIG. 19, after the lateral spool connector guide  84  has landed out on the hot tap fitting frame  62 , a lateral spool sled  88 , having a production or other branch pipeline  94 , is brought in proximity with the structure  62 . The ROV  18  pulls, in sequence, wires from a pair of small hydraulic winches  86  installed on the connector guide  84  out to a lateral spool sled  88  which has been positioned near the pipeline  12 . The ROV  18  then attaches the wires to structural points  90  on the sled  88 . Next, the ROV  18  actuates the hydraulic winches  86  to pull the lateral spool sled  88  to a position within the connector guide  84 . From that position, the sled  88  is guided to a final position wherein a flowline connector  92  contacts a mating flange on the ball valve  64 . The connecting pipeline, or spool  94  is connected to the existing pipeline  12  by means of the flowline connector  92 . 
     A series of steps will next be taken to connect the existing pipeline  12  into a production branch or other unpressurized pipeline  94  by means of the lateral spool tie-in to be described herein. In a preferred example, the following steps occur. 
     As seen in FIG. 20, after the flowline connector  92  has seated against a corresponding flange on the ball valve  64 , the ROV  18  hydraulically actuates the connector  92  to firmly connect it to the ball valve. In the embodiment illustrated, a collet connector hydraulically locks the lateral spool to the ball valve  64  then seals off the lateral spool/connector hub interfaces. After this connection has been made, the ROV  18  will perform a leak test of the interface and “open” the ball valve  64  to permit fluid flow from the existing pipeline  12  through the pipeline system. 
     After all checks and tests have been satisfactorily performed, the connector guide  84  is retrieved to the surface and recovered as seen in FIG.  21 . 
     The foregoing describes connection of a production branch or other pipeline to the existing pipeline. Other configurations are possible within the scope of the invention. 
     Whereas the present invention has been described in relation to the drawings attached hereto, it should be understood that other and further modifications, apart from those shown or suggested herein, may be made within the spirt and scope of this invention.