Page 497 - Trenchless Technology Piping Installation and Inspection
P. 497

Index    447

          horizontal distance to rise to surface,   inspection guide (Cont.):
             209f, 212–213, 213f, 214f    pipe jacking, 313f–314f
          horizontal earth boring methods   pipe-ramming method, 340f–341f
             (HEBs)                       PTMT, 329f–330f
            failure regarding, 360        replacement methods, 356f–357f
            HAB, 15–16, 17f             installation depths, 31, 34t
            HDD, 16, 18, 19t, 20, 20t, 21f  installation loads
            MT, 20, 22–23, 22f, 24f       bending, 197–198
            overview of, 15, 15f          external pressure, 198
            pipe-ramming, 26–30, 27f, 31f  tension, 197
            PTMT, 23, 25–26, 25f        internally restrained PVC, 159t,
          host pipe, 352–353               160–161
          hydraulic bursting systems, 231–232  intruding joint seal, 286t
          hydraulic power unit, PTMT, 327  inversion process, 290–291, 291f
                                        Iowa formula, 2–3
          ideal critical pressure, 222, 223t  iron pipe history, 1–2
          impact moling, 29–30, 31f
          impactor method, 234, 235, 235f  jacking frame
          inadvertent returns, 195–196, 196f  MT, 310
          industrial pipelines, 278, 279t  PTMT, 325, 326f
          infiltration, 285t            jacking head, 310
          initial backfill, 121f, 122t  job site
          insertion, 235–236, 236f        logistics requirements, 375–376
            design considerations, 242–243  preparation, 385–386
          inspection                    joint
            access pits/driving/receiving shafts   cushion, 309
               and, 357–358               problems, 284f
            of CIPP installation, 90–91, 292,   seal, intruding, 286t
               293t–295t                  standards, VCP, and, 150
            CPJ, 307–312, 313f–314f     joint types. See also watertight joints
            ground contamination and, 360  AC, 149, 149f
            groundwater control and, 359–360  concrete pipe, 144–145, 146t
            guide for HAB, 336f–337f      ductile iron pipe, 174, 175f
            guide for HDD, 349f–350f      GRP, 170, 170f
            guide for MT, 324f–325f       PE, 166–167
            guide for pipe jacking, 313f–314f  soiltight joints, 311
            guide for pipe ramming, 340f–341f  steel pipe, 180–199, 180f, 181f
            guide for PTMT, 329f–330f     VCP, 151–152, 151f, 152f
            guide for replacement methods,
               356f–357f                khanats, 1
            HAB and, 330–335, 336f–337f  Klatte, Fritz, 155
            HDD and, 201–203, 339, 341–348,   knife adhesion, 103t
               349f–350f
            MT and, 312, 314–323, 324f–325f  lateral connections, pipelines with,
            pipe jacking and, 307–312, 313f–314f  278, 279t
            pipe ramming and, 335, 337f,  lateral renewal, 56t, 61
               338–339, 340f–341f       lead pipe, 1
            pipe replacement and, 348, 350–357  leaks, coating, 303t
            PTMT and, 323, 325–328, 329f–330f  lifts in liner, 301t, 306f
            settlement/heaving monitoring,   line and grade control system, 325, 326f
               358–359                  liner. See also coatings/linings;
            work-site restoration and, 360–361  spray-on coatings/linings
          inspection, of CIPP installation, 292,   crack in, 304t
             293t–295t                    curing, CIPP, 291–292, 292f
          inspection guide                hole in, 304t
            CPJ, 313f–314f                lifts in, 301t, 306f
            HAB, 336f–337f                soft spot in, 303t
            HDD, 349f–350f              lining impedance measurement, 103t
            MT, 324f                    lining methods, vs. pipe bursting, 238
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