Page 496 - Trenchless Technology Piping Installation and Inspection
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446     Inde x

          HAB. See horizontal auger-boring   horizontal directional drilling (HDD)
             method                        (Cont.):
          haunch zone, 121f, 122t         external coating, 199, 199f
          hazard assessment, 387–388      fluids, 193–196, 195f, 196f, 342, 343,
          HDD. See horizontal directional    347–348
             drilling                     ideal critical pressure and, 222, 223t
          HDPE. See polyethylene pipe     illustration of generic, 184f
          heat cured resins, 283, 288     impactor method and, 234, 235, 235f
          heave, 358–359, 377–378         inspection guide, 349f–350f
          HEBs. See horizontal earth boring   inspection/construction monitoring,
             methods                         201–203
          high-density polyethylene pipe   installation elements in, 339, 341, 343
             (HDPE). See polyethylene pipe  installation loads, 197–198
          high-pressure water jetting, 100t  main features of, 19t, 32t
          hole in liner, 304t             manuals/guides for, 227
          holes, pipes with, 284f         Maxi-HDD considerations, 186–203
          horizontal auger-boring method   method description, 184–185, 184f,
             (HAB)                           185f, 346–347
            advantages of, 36, 331        Mini-HDD calculation
            allowable forces, 332–333        simplifications, 219–223
            applications, 33t             Mini-HDD considerations, 203–216
            bulkhead and, 360             minimum depth guidelines, 31, 34t,
            carrier pipe and, 332, 334       345–346, 345t
            casing pipe, 333–334          operating (service) loads, 198–199
            casing spacers, 334           operations, 188–191, 190f, 191f,
            construction and, 334–335        203–205, 204f
            failure regarding, 360        overcut allowance, 347
            inspection guide, 336f–337f   overview of, 16, 18, 183–184
            introduction, 330–332         pilot borehole phase, 188–189, 190f
            key components of, 16, 32t, 331  pipe collapse and, 219, 222–223,
            limitations of, 36–37            223t, 225
            materials, 332–334            pipe load calculations, 216–226
            minimum depth guidelines, 31, 34t  pipe locating/tracking, 348
            pipe locating/tracking, 335   pipe material standards, 344–345
            pipes used in, 332            pipe/conduit constraints, 207
            pipe/soil type and, 35t       pipeline fabrication, 187f, 193
            presurvey, 331–332            pipe-ramming method and, 27–29
            schematic of, 17f             pipes used in, 205, 343–344
            uses of, 15–16                pipe/soil type and, 35t
          horizontal directional drilling (HDD)  planning, 205–207
            additional path curvature, 221–222  postinstallation and, 344
            advantages/limitations of, 37  preconstruction, 341
            applications, 33t             preream phase, 189, 190f
            bore path entry/exit, 192, 192f  procedures of, 18, 20, 21f
            bore path layout/design, 208–216  product pipe specifications, 196–199
            buoyant weight and, 222       project considerations for, 183–227
            calculation applications, 224–225  pull force and, 217–219, 217f, 219f,
            considerations, 203–205          220–221, 224, 224t
            construction and, 345–348     pullback phase, 189, 191, 191f
            contractual considerations, 200–201  quality assurance/control, 341–344
            cost estimation/bidding in, 43, 43t  reamer diameters and, 20t
            depth of cover, 192           site investigation requirements,
            design example, 225–226          186–188, 187f
            downhole equipment and, 342   specifications/drawings, 199–200
            drilled path design, 191–193  steering assemblies, 185, 185f
            drilling rig, 193             subsurface survey, 187–188
            drill-rod constraints, 205–207, 206f  surface survey, 187
            drill-rod radius of curvature,   use of engineers in, 184
               192–193                    watertight joints and, 347
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