Building Services Engineering 5th Edition Handbook

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9 Below-ground drainage Learning objectives Study of this chapter will enable the reader to: 1. understand the design principles for underground drainage pipework; 2. use discharge units; 3. use a pipe-sizing chart; 4. calculate flow capacity; 5. calculate loads on buried pipelines; 6. identify materials and jointing methods; 7. understand sewage-lifting requirements; 8. know testing procedures; 9. carry out a design assignment; 10. explain the principles of below-ground drain layout; 11. know the location and types of access fitting. Key terms and concepts access 230; access chamber 231; bedding 230; design velocity 232; discharge units 232; drain diameter 230; excavation 230; fluid flow rate 233; gradient 230; gravity flow 229; gulley 232; manhole 230; materials and jointing 234; pneumatic ejector 235; pumped sewage 235; rodding 231; rodding eye 231; sewage lifting 235; testing 236. Introduction Below-ground drainage systems are designed to operate without the input of energy, wherever possible, to be reliable and to require little, if any, maintenance. Their layout has to be such that drains are not subject to undue stress from foundations or traffic and are fully accessible for occasional clearance.
230 Below-ground drainage Design calculations can be made on the basis of flow rates, utilizing discharge units, gradients, pipe material and pipe diameter. Stress loads, pipe materials and jointing, sewage lifting and testing are discussed, and a design layout assignment is given. Design principles Sanitary discharge services operate by gravity flow and require no energy input. Parts of buildings or sites that are below the sewer invert require a pump to raise the fluid. These operate intermittently to minimize electrical power consumption. Drains are laid to fall at an even gradient, which produces a self-cleaning water velocity so that potential deposits are accelerated and floated downstream. Large drops in drain level are accommodated in a back-drop manhole, rather than a lengthy steep slope, in order to minimize excavation. Pipes are laid in a series of straight lines between access points used for inspection, testing and cleaning. Branch connections are made obliquely in the direction of flow. There is a preference against running drains beneath buildings owing to possible settlement and the potential cost of later excavation to make repairs, and because the drain invert is lower than the floor damp-proof membrane and rising drains need a waterproof seal against groundwater. Selected trench bedding and backfill material is used to provide continuous pipe support, to spread imposed ground loads due to the weight of soil and passing traffic, to protect drains from sharp objects and other services, as well as to divert stresses imposed by building foundations. Temporary boards are used to protect exposed drain trenches during construction work. Figure 9.1 shows a typical foul drain system from a single stack. Access provision Blockages may happen, as drain systems are likely to be in place for a hundred years or more and demands upon them continue to increase. Cleanability is an essential feature of good design. Good health depends upon satisfactory drainage. Domestic drains are likely to be located less than 1.5 m below ground level, at a maximum gradient of 1 : 40 and 100 mm in diameter, possibly increasing to 150 mm in diameter at the downstream end of an estate or large building. Vitrified clay or PVC pipe and fittings are often used, with flexible joints to accommodate ground movement and thermal expansion due to variations in fluid temperature. Brick, concrete, Vent Minimum cover 0.76 m under garden, 1.22 m under roadway Cleaning plug Discharge stack inside building Foul sewer under roadway Step irons Fall Saddle connection to upper part of sewer 9.1 Foul drainage installation. Access at each junction and bend Backdrop manhole Final manhole within 12.2 m of sewer
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Building Services Engineering
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Building Services Engineering Fifth
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Contents Preface to fifth edition A
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Contents vii Sick building syndrome
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Contents ix Circuit design 294 Cabl
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Preface to fifth edition Building S
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Acknowledgements I am particularly
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Units and constants xv Table 2 Mult
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Symbols xvii Symbol Description Uni
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Symbols xix Symbol Description Unit
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2 Built environment Introduction Th
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4 Built environment Ventilation The
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6 Built environment (a) At full occ
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8 Built environment Table 1.2 Compa
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10 Built environment Because of the
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12 Built environment Visual display
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14 Built environment v = 7 m/s t a
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16 Built environment 1.4 Sling psyc
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18 Built environment 1.7 Thermistor
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20 Built environment t res = t g (1
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22 Built environment great care wit
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24 Built environment 16. An hotel l
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26 Built environment 37. Are any of
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28 Built environment building has a
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30 Built environment 73. What was t
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32 Energy economics Introduction Bu
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34 Energy economics 16. air-to-air
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36 Energy economics 1 kWh = 1 kWh
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38 Energy economics 2. Heat transfe
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40 Energy economics For solid fuel
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42 Energy economics gas cost = 1.80
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44 Energy economics Table 2.5 Carbo
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46 Energy economics EXAMPLE 2.8 A h
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48 Energy economics annual cost = u
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50 Energy economics EXAMPLE 2.12 Ex
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52 Energy economics l = 0.035 ( 1 0
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54 Energy economics Table 2.11 Valu
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56 Energy economics From Table 2.4
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58 Energy economics 3. Minimum outs
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3 Heat loss calculations Learning o
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62 Heat loss calculations Table 3.1
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64 Heat loss calculations Table 3.6
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66 Heat loss calculations Where onl
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68 Heat loss calculations The venti
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70 Heat loss calculations The surro
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72 Heat loss calculations The speci
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74 Heat loss calculations where R m
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76 Heat loss calculations The addit
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78 Heat loss calculations operation
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80 Heat loss calculations 2. The fo
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82 Heat loss calculations internal
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84 Heat loss calculations 27. Which
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86 Heating Key terms and concepts a
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88 Heating 4.2 Electrically heated
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90 Heating Sheet steel case Removab
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92 Heating Floor finish Screed with
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94 Heating Flue Return air plenum F
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96 Heating Table 4.1 Classification
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98 Heating Table 4.2 Heat output fr
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100 Heating Table 4.3 Flow of water
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102 Heating and, maximum available
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104 Heating This means that one vol
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106 Heating Performance testing A r
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108 Heating Electrical power genera
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110 Heating Combined heat and power
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112 Heating 3. A building energy ma
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114 Heating Connections are made to
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116 Heating remotely the MWh consum
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118 Heating 13. The two-pipe heatin
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120 Heating 27. Which is not correc
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122 Heating 39. Which of these is t
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124 Heating 4. Heat supplied is cha
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126 Ventilation and air conditionin
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Page 199 and 200: 6 Hot- and cold-water supplies Lear
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Page 211 and 212: 190 Hot- and cold-water supplies 53
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Page 219 and 220: 198 Hot- and cold-water supplies (a
Page 225 and 226: 204 Hot- and cold-water supplies 49
Page 227 and 228: 206 Soil and waste systems Introduc
Page 229 and 230: 208 Soil and waste systems Open to
Page 231 and 232: 210 Soil and waste systems 7. Bends
Page 233 and 234: 212 Soil and waste systems The inte
Page 235 and 236: 214 Soil and waste systems 40 mm wa
Page 237 and 238: 216 Soil and waste systems Table 7.
Page 239 and 240: 218 Soil and waste systems 50 mm ve
Page 241 and 242: 220 Soil and waste systems 3. Long
Page 243 and 244: 222 Surface-water drainage Table 8.
Page 245 and 246: 224 Surface-water drainage Rectangu
Page 247 and 248: 226 Surface-water drainage The solu
Page 249: 228 Surface-water drainage 7. A PVC
Page 253 and 254: 232 Below-ground drainage Manhole:
Page 255 and 256: 234 Below-ground drainage From Fig.
Page 257 and 258: 236 Below-ground drainage storage v
Page 259 and 260: 238 Below-ground drainage 14. The f
Page 261 and 262: 240 Condensation in buildings mould
Page 263 and 264: 242 Condensation in buildings The w
Page 265 and 266: 244 Condensation in buildings EXAMP
Page 267 and 268: 246 Condensation in buildings This
Page 269 and 270: 248 Condensation in buildings Tempe
Page 271 and 272: 250 Condensation in buildings and,
Page 273 and 274: 252 Condensation in buildings EXAMP
Page 275 and 276: 254 Condensation in buildings Tempe
Page 277 and 278: 256 Condensation in buildings For t
Page 279 and 280: 258 Condensation in buildings 4. Ev
Page 281 and 282: 11 Lighting Learning objectives Stu
Page 283 and 284: 262 Lighting Table 11.1 Typical val
Page 285 and 286: 264 Lighting Light sources 9 9 9 Wi
Page 287 and 288: 266 Lighting Utilization factor The
Page 289 and 290: 268 Lighting From Table 11.3, for a
Page 291 and 292: 270 Lighting Table 11.4 Lamp data.
Page 293 and 294: 272 Lighting number of lamps = 12.8
Page 295 and 296: 274 Lighting 3. Sketch and describe
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Page 299 and 300: 278 Lighting 3. 800 lm/m 2 . 4. 260
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12 Gas Learning objectives Study of
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282 Gas Open to atmosphere Rubber p
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284 Gas EL = (1.25 × 34) m = 42.5
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286 Gas become exhausted. SNG will
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288 Gas are ignited and an air flow
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290 Gas 3. The pipe from a gas mete
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292 Electrical installations Key te
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294 Electrical installations curren
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296 Electrical installations 1 Volt
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298 Electrical installations power
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300 Electrical installations For1mm
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302 Electrical installations Table
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304 Electrical installations Incomi
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306 Electrical installations energi
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308 Electrical installations Starte
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310 Electrical installations Ethyle
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312 Electrical installations Test o
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314 Electrical installations Joint
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316 Electrical installations 4. 100
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318 Electrical installations 39. Wh
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320 Electrical installations 51. Wh
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322 Room acoustics 20. understand t
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324 Room acoustics pump blades and
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326 Room acoustics ceiling, Q is 4.
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328 Room acoustics Table 14.2 Solut
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330 Room acoustics Table 14.3 Fan s
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332 Room acoustics Table 14.4 Illus
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334 Room acoustics (Sound Research
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336 Room acoustics The target room
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338 Room acoustics Table 14.6 Noise
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340 Room acoustics 100 90 80 70 Sou
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342 Room acoustics 24. A forced-dra
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344 Room acoustics The room directi
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346 Room acoustics 3. Multiple sour
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348 Room acoustics 55. Which is not
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350 Fire protection computer monito
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352 Fire protection halogen gas, wh
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354 Fire protection the reach of tu
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356 Fire protection Range pipe Spri
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358 Fire protection Fire compartmen
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360 Fire protection 16. Which are c
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362 Plant and service areas Key ter
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364 Plant and service areas 2.0 1.5
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366 Plant and service areas Fuel st
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368 Plant and service areas a minim
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370 Plant and service areas An unde
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372 Plant and service areas Air cha
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374 Plant and service areas 100 mm
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376 Plant and service areas Fire co
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378 Plant and service areas Table 1
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380 Plant and service areas 11. Wha
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17 Mechanical transportation Learni
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384 Mechanical transportation Table
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386 Mechanical transportation Crowd
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388 Mechanical transportation Hydra
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390 Mechanical transportation 4. Co
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18 Question bank Learning objective
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394 Question bank 8. Which correctl
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396 Question bank 5. This building
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398 Understanding units Questions 1
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400 Understanding units 15. Which i
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402 Understanding units 29. Which o
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404 Understanding units 43. Which i
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Appendix: answers to questions Chap
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408 Appendix Chapter 3 Heat loss ca
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410 Appendix 4. 0.007469 kg H 2 O/k
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412 Appendix 32. 5 33. 5 34. 3 35.
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414 Appendix 23. Lighting 1200 h/ye
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416 Appendix 27. 37 dB. 28. 39 dB.
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418 Appendix 15. 5 16. 2 17. 5 18.
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References Action Energy, Departmen
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Index Absorption 154, 324 Absorptio
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424 Index Gas burner controls 289 G
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426 Index Sensible heat gains 137 S
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Building Services Engineering 5th Edition Handbook

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