Air, Water and Drainage Services: Ventilation, Air Conditioning, Water Supply, Reuse, Storm Water, Sewage and Plumbing
2. HVAC design principles and psychrometrics
HVAC design follows a fixed order: reduce the load by design (orientation, shading, insulation, low solar-gain glazing, daylight and airtight construction), estimate the load, choose and zone the system, size the distribution (ducts, pipes, shafts, plant rooms) and control it. The first step is in the architect's own hands, and so is the space the rest needs, so the cheapest ton of cooling is the one never needed. Heat gains are either sensible (they change dry-bulb temperature) or latent (they add moisture), and SHF = sensible ÷ (sensible + latent).
| Component | Kind of heat | Architectural lever |
|---|---|---|
| Conduction through walls and roof | Sensible | Insulation, light colour, shading, thermal mass |
| Solar radiation through glass | Sensible | Orientation, shading devices, low-SHGC glass, window-to-wall ratio |
| Occupants | Sensible and latent | Occupant density; largely unavoidable |
| Lighting and equipment | Sensible | Efficient lighting, daylight, efficient equipment |
| Fresh air and infiltration | Sensible and latent | Heat recovery, airtight construction, fresh air only as needed |
Cooling capacity is quoted in tons of refrigeration (TR): 1 TR = 3.517 kW = 12,000 Btu/h. Worked example: a room with 12 kW sensible and 3 kW latent load has a total of 15 kW and SHF = 12 ÷ 15 = 0.80. A 21 kW load is 21 ÷ 3.5 = 6 TR when 1 TR is taken as 3.5 kW. Efficiency is COP = cooling effect ÷ work input, and kW/TR = 3.517 ÷ COP, so a higher COP means fewer kilowatts per ton: COP 5.0 is about 0.70 kW/TR.
Psychrometrics describes moist air. At fixed pressure two independent properties fix the state. The properties are dry-bulb temperature (DBT), wet-bulb temperature (WBT, read with a wetted bulb, so it reflects evaporative cooling), dew-point temperature (DPT, where condensation starts on cooling at constant moisture), relative humidity (RH), humidity ratio ω (kg of water per kg of dry air) and enthalpy h. Always DPT ≤ WBT ≤ DBT, and the three are equal only at saturation (RH 100%).
| Process | DBT | Humidity ratio | RH | Note |
|---|---|---|---|---|
| Sensible heating | rises | constant | falls | heating coil; no moisture change |
| Sensible cooling (above DPT) | falls | constant | rises | RH reaches 100% at the DPT |
| Cooling with dehumidification | falls | falls | high | coil surface below the DPT; condensate drains; usual air conditioning |
| Evaporative (adiabatic) cooling | falls | rises | rises | WBT roughly constant; hot-dry climates only |
| Adiabatic mixing | mass-weighted mean | mass-weighted mean | in between | state lies on the straight line joining the streams; 25% air at 35°C with 75% at 25°C gives about 27.5°C |
3. Air-conditioning systems
Systems differ in where the heat is picked up and how it is carried. In a direct-expansion (DX) system the refrigerant evaporator cools the room air itself; in a chilled-water system a central chiller cools water that is piped to air-handling units (AHUs) or fan-coil units (FCUs); in an all-air system conditioned air alone is ducted to the rooms. Carrying heat in water is far more compact than carrying it in air, which is why large buildings use chilled water and why all-air systems need big ducts and shafts.
| System | How it works | Suits | Limitation |
|---|---|---|---|
| Window unit | One box through the wall or window; evaporator and condenser in one casing | Single rooms | Noisy, spoils the façade, one room per unit |
| Split unit | Indoor evaporator and outdoor condensing unit joined by refrigerant pipes | Homes, small offices | One indoor unit per outdoor unit; outdoor units clutter façades |
| VRF / VRV | One outdoor unit with an inverter compressor serves many indoor units; electronic valves vary refrigerant flow to each; heat-recovery types cool one zone while heating another | Hotels, offices, mid-rise buildings with varied use | Limits on refrigerant pipe length and height; leak concentration in small rooms; fresh air handled separately |
| Packaged unit | Compressor, condenser, evaporator and fan in one cabinet; ducted air | Shops, restaurants, halls | Large ducts; one zone per unit |
| Central chilled water | Chiller makes water at about 7°C that returns about 5 K warmer; heat is rejected by an air-cooled condenser or a cooling tower; AHUs and FCUs | Large buildings, malls, hospitals, towers | Needs plant room, tower and riser space; high first cost |
A chiller has a compressor, condenser, expansion device and evaporator. It may be reciprocating, scroll, screw or centrifugal, or an absorption chiller driven by heat (steam, hot water or gas) instead of electricity. A water-cooled chiller rejects heat through a cooling tower and is more efficient than an air-cooled chiller, but it uses make-up water, needs a tower and requires Legionella control. A two-pipe FCU circuit supplies either cooling or heating at a time; a four-pipe circuit supplies both. In VAV systems the supply-air temperature stays constant while the air volume varies with load, which saves fan energy because power falls with the cube of speed.
- Put the plant room near the load centre, with a route to remove equipment; put the cooling tower on the roof, away from fresh-air intakes and neighbours' windows (drift and noise).
- Outdoor units of split and VRF systems need free airflow and shade, and the hot discharge air must not short-circuit back to the intake.
- The ceiling void must hold ducts, beams and services together, and vertical risers must stack from floor to floor.
- Every cooling coil produces condensate that needs a drain with a fall; refrigerant and chilled-water pipes need insulation.
4. Water supply and distribution in buildings
Daily demand = number of occupants × per-capita demand (litres per capita per day, lpcd). The National Building Code's usual planning figure for dwellings is about 135 lpcd, of which roughly 45 L is for flushing; offices need far less per head, and hospitals and hotels more per bed, so always use the figure a question states. Worked example: 60 flats × 5 persons × 135 lpcd = 40,500 L = 40.5 m³ a day. If the overhead tank is to hold one-third of one day's demand, it is 13.5 m³. Average flow is demand ÷ 24 h, but the peak draw-off in the morning and evening is two to three times the average.
| System | Principle | Remarks |
|---|---|---|
| Direct (up-feed) | Mains pressure pushes water straight to the fixtures | Needs steady, adequate mains pressure; suits low-rise only |
| Indirect (down-feed) | Mains to underground tank, pump to overhead tank, gravity to the fixtures | Steady pressure and a reserve; needs a roof tank; the top floor gets the least head |
| Hydro-pneumatic | Pumps fill a pressure vessel; they switch on and off with the pressure | No roof tank; the pressure band is fixed |
| Variable-speed booster | Pumps change speed to hold a constant pressure as demand varies | Compact and efficient; needs power backup |
| Zoned (high-rise) | Pressure-reducing valves or break-pressure tanks split the height into zones | Keeps lower-floor pressure within fixture and pipe limits |
Pressure is p = ρgh: each 10.2 m of water is about 1 bar, so a tap 30 m below the roof tank sees about 2.9 bar of static pressure. Pump shaft power P = ρ·g·Q·H ÷ η. Worked example: Q = 20 L/s = 0.02 m³/s, total head H = 50 m, η = 0.75 give water power 9.81 × 0.02 × 50 = 9.81 kW and shaft power 9.81 ÷ 0.75 = 13.08 kW. The total head is the static lift plus friction losses plus the residual head needed at the farthest fixture. To refill a tank in a set time, pump discharge = tank volume ÷ filling time.
- Tanks: two compartments, so that one can be cleaned while the other supplies; a manhole for cleaning, overflow and washout pipes, a mosquito-proof vent and a cover that keeps out light and dirt.
- Keep underground tanks away from drains, septic tanks and soak pits, and never cross-connect potable and non-potable lines; use an air gap or a break tank.
- Pipes: GI, uPVC, CPVC, PPR, copper (hot water), HDPE or ductile iron (mains). Put isolating valves at every floor branch; arrestors and slow-closing valves reduce water hammer from quick valve closure.
- Hot water: solar water heaters with electric backup, or heat pumps, cut the electrical load.
5. Water harvesting, treatment, recycling and reuse
Rainwater harvesting has two aims: store clean roof water for use, and recharge groundwater. The annual potential is V = rainfall × catchment area × runoff coefficient. Worked example: an 800 m² roof, 900 mm rainfall and C = 0.8 give 0.9 × 800 × 0.8 = 576 m³ a year. The chain is roof, gutters and downpipes, first-flush diverter (discards the dirty first runoff), filter, then a storage tank or a recharge structure. A storage tank is sized by demand × dry period (a 500 L/day demand over a 120-day dry spell needs 60 m³); a recharge structure is sized for the runoff of the design storm.
- A recharge pit or trench filled with graded gravel and sand serves shallow aquifers; a recharge well or shaft reaches deeper permeable layers; a borewell takes recharge only after a silt chamber and filter, or it clogs.
- Permeable paving, swales and rain gardens slow the runoff and let it soak in on site.
- Recharge only roof water; never let water from oily yards, waste areas or sewage enter a recharge bore.
Water treatment matches the process to the contaminant. Surface water follows screening, coagulation and flocculation (alum), sedimentation, rapid sand filtration and disinfection. At building scale: turbidity is cured by coagulation and filtration; iron and odour by aeration, filtration and activated carbon; hardness (calcium and magnesium) by an ion-exchange softener; high dissolved salts (TDS) by reverse osmosis (RO); pathogens by chlorine, UV or ozone. Chlorine leaves a residual that protects water in the tank and pipes; UV does not. IS 10500 is the drinking-water specification.
Greywater is the wastewater of bathrooms, wash basins and laundry; blackwater is the discharge of WCs and urinals, carrying faecal matter (kitchen-sink water is often treated with it because of grease and food waste). About 80% of the water a building uses leaves as wastewater, so reuse can meet a large share of demand: if flushing takes 45 of 135 lpcd, treated water for flushing alone saves one-third of the fresh supply. Greywater needs only simple treatment; blackwater needs a full sewage treatment plant (STP) with processes such as extended-aeration activated sludge, MBBR, SBR, MBR or constructed wetlands.
- Treated water goes to a separate non-potable network (dual plumbing): labelled, colour-coded and never cross-connected to potable pipes.
- Uses: WC flushing, landscaping, cooling-tower make-up, floor washing, car washing.
- Disinfect before reuse, control odour, plan sludge disposal, and place the STP with an odour buffer away from habitable rooms.
- Parameters watched in treated water: BOD, suspended solids, pH and coliform count.
6. Storm water drainage, sewage and waste disposal
The peak discharge of storm water from a small catchment is found by the rational formula Q = C·i·A ÷ 360, with Q in m³/s, i in mm/h and A in hectares. The intensity i is taken for a storm lasting the time of concentration (inlet time plus flow time in the drain). For mixed surfaces the coefficient is area-weighted: C = ΣCᵢAᵢ ÷ ΣAᵢ. Worked example: a 4 ha site has 1 ha of roofs (C 0.9), 1 ha of paving (0.8) and 2 ha of lawn (0.35). ΣCA = 0.9 + 0.8 + 0.7 = 2.4, so C = 0.6 and, for i = 90 mm/h, Q = 2.4 × 90 ÷ 360 = 0.6 m³/s = 600 L/s.
| Surface | Typical C |
|---|---|
| Roofs | 0.85–0.95 |
| Asphalt and concrete paving | 0.8–0.9 |
| Gravel yards and unpaved roads | 0.4–0.6 |
| Lawns and gardens | 0.1–0.35 |
Drains are sized with Manning's equation V = (1/n)·R^(2/3)·S^(1/2) and Q = A·V; for a circular pipe flowing full, R = D/4. Worked example: D = 0.5 m, n = 0.0125, S = 0.0016 give R = 0.125, R^(2/3) = 0.25 and √S = 0.04, so V = 80 × 0.25 × 0.04 = 0.8 m/s and Q = 0.8 × π × 0.5² ÷ 4 = 0.157 m³/s = 157 L/s. A drain must be steep enough for a self-cleansing velocity (of the order of 0.6 m/s or more) yet below the velocity that scours the pipe (about 3 m/s for sewers).
A roof or paved plot sheds rain faster than open soil, so the design aim is to keep post-development peak runoff no higher than before: permeable paving, swales, rain gardens, detention tanks that hold the peak and release it slowly, and recharge. In a separate system storm water has its own drains and never enters the sewer; a combined sewer carries both and overflows in storms; a partially separate system admits roof water to the sewer. Catch-basins (gullies) with silt traps, and manholes at changes of direction and gradient, keep drains maintainable.
Sewage quantity is about 80% of the water supplied, so at 135 lpcd a person adds about 108 L a day, plus infiltration. Peak flow is a multiple of the average (about 2 to 3 for towns), and a small building has a larger peak factor because its fixtures discharge together. Treatment runs preliminary (screens and grit), primary (sedimentation), secondary (biological, removes BOD) and tertiary (disinfection, filtration). Where no sewer exists, a septic tank settles solids and digests sludge anaerobically; its effluent is still strong and must go to a soak pit or dispersion trench in permeable soil, well away from wells, or to further treatment. It receives sewage only, never rainwater.
Solid waste must be segregated at source into wet (biodegradable), dry (recyclable) and hazardous streams, as the Solid Waste Management Rules require. The building provides a segregated storage room or bay with washing, drainage and vehicle access; in high-rise buildings a refuse chute must be fire-rated with sealed, self-closing hopper doors, and large generators compost wet waste on site. Hospitals follow the biomedical waste rules, with colour-coded bins for each category.
7. Sanitary fittings, plumbing and drainage systems
Sanitary fixtures receive water and discharge waste: WCs (the squatting “Indian” pan with foot rests, or a European wash-down or siphonic pan), urinals (bowl, stall or waterless), wash basins, sinks, showers, baths and floor drains. They are made of vitreous china, glazed fireclay or stainless steel because the surface must be smooth, non-absorbent and easy to clean. Flushing is by cistern (high-level, low-level or concealed) or a flushing valve; dual-flush cisterns give a small and a large flush, and aerators and sensor taps cut use. Every fixture discharges through a trap; the WC pan's trap is built in.
A trap holds a water seal (of the order of 50 to 75 mm) that stops sewer gas entering the building. Common types are the P-trap (outlet through the wall), S-trap (outlet through the floor), gully trap (floor and kitchen waste), grease trap (commercial kitchens) and intercepting trap (on the house drain). Vent pipes admit air or relieve pressure, and an anti-siphonage pipe joins the crown of a trap to the vent stack.
| Cause | What happens | Cure |
|---|---|---|
| Self-siphonage | A full-bore discharge empties its own trap | Anti-siphonage pipe at the trap crown; avoid S-traps |
| Induced siphonage | Discharge in the stack sucks the seal out of another trap | Vent stack and trap vents |
| Back pressure | Compressed air in the stack pushes the seal into the fixture | Vent stack to relieve the pressure; avoid sharp offsets |
| Evaporation | Seal in an unused trap dries out | Pour water periodically; deeper seal or trap primer |
| Capillary action | A thread or hair draws the water over the weir | Keep the outlet clear; use a smooth trap |
| System | Pipes | Venting | Remarks |
|---|---|---|---|
| Two-pipe | Separate soil stack (WCs, urinals) and waste stack (basins, baths, sinks) | Both stacks and the traps are vented | Most hygienic and most expensive; the waste stack ends at a gully trap |
| One-pipe | One stack takes soil and waste | Each trap is vented individually to a vent stack | Fewer pipes than two-pipe but many vent pipes; multi-storey use |
| Single-stack | One stack takes soil and waste | No separate trap vents; the stack runs up above the roof | Cheapest; trap seals protected by short branches, limited gradients and deeper seals; fixtures grouped near the stack; moderate height |
The building drainage system runs from the stack bases through the house drain to the public sewer. Inspection chambers or manholes are placed at every change of direction, gradient or size, at junctions and at intervals along straight runs (of the order of 30 m). Pipes are glazed stoneware, concrete, cast iron or uPVC, laid to a self-cleansing gradient. Basement fixtures below the sewer invert drain to a sump and are pumped up by a sewage ejector. Drains are tested with water, air or smoke before they are covered. Rainwater pipes stay separate from soil stacks in a separate system.
Key takeaways
- ACH = Q ÷ V; design for the larger of the ACH and per-person requirements. Stack flow grows with √(h·ΔT) and stops when the temperatures are equal; fan power goes with the cube of speed.
- Reduce the load first; split heat into sensible and latent (SHF); 1 TR = 3.517 kW; kW/TR = 3.517 ÷ COP, so a higher COP means fewer kW per ton.
- DPT ≤ WBT ≤ DBT. Cooling below the dew point dehumidifies; evaporative cooling suits hot-dry climates only; mixed air lies on the line between the two streams.
- Window, split, VRF (DX with zone control), packaged and central chilled water differ in where heat is carried; VRF is refrigerant-based and is not VAV; water-cooled chillers are more efficient but need towers.
- Demand = persons × lpcd; pump power = ρgQH ÷ η; high-rise water supply is zoned so that static pressure stays within limits; tanks need cleaning access, overflow and cross-connection protection.
- Rainwater yield = R × A × C; treat by contaminant; reuse greywater simply and blackwater only after an STP; storm Q = CiA ÷ 360 and Manning size the drains; the one-pipe, two-pipe and single-stack systems protect trap seals by venting or layout.
Practice questions (20)
Attempt each one before opening the answer. Every explanation names the tempting wrong option as well as the right one, because that is where marks are lost.
In stack-driven natural ventilation, the airflow increases with
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Answer: B — greater height between the low inlet and the high outlet and a larger indoor–outdoor temperature difference
The buoyancy pressure is proportional to the height between the openings and to the temperature difference, so flow rises with the square root of their product. If the outdoor air approaches the indoor temperature the driving force vanishes, and openings at one level give no stack pressure difference. Windward wall area helps wind-driven flow, not the stack effect.A hall of 20 m × 12 m with a clear height of 3.6 m is occupied by 80 persons. The ventilation requirement is the larger of 5 air changes per hour and 10 L/s per person. The required ventilation rate, in L/s, is ____.
Numerical answer — type the value.
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Answer: 1200
V = 20 × 12 × 3.6 = 864 m³. By air changes: 5 × 864 = 4,320 m³/h = 4,320 ÷ 3,600 = 1.2 m³/s = 1,200 L/s. By occupancy: 80 × 10 = 800 L/s. The larger figure governs, so 1,200 L/s. Check: 864 × 5 ÷ 3.6 = 1,200.Which of the following spaces should be kept at a negative pressure relative to its surroundings?
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Answer: C — A hospital room for a patient with an airborne infectious disease
Negative pressure makes air flow into the room and be exhausted, so contaminated air cannot leak out to corridors. The clean room, the operating theatre and the data-centre hall need the opposite: positive pressure that pushes air out so that dust and germs do not enter. The operating theatre is the tempting distractor, but it protects the patient from the surroundings and so is positive.Which of the following heat gains to an air-conditioned room are purely sensible?
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Answer: A — Solar radiation transmitted through window glass; B — Heat from lighting fixtures
Solar gain through glass and heat from lighting raise only the air temperature, so they are sensible. Occupants add both sensible heat and moisture, and humid fresh air carries both sensible and latent heat; each therefore has a latent part.A direct evaporative (desert) cooler is most effective in which climate, and what does it do to the room air?
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Answer: A — Hot-dry climate; it lowers the dry-bulb temperature but raises the humidity ratio
Evaporating water into the air is an adiabatic process: the dry-bulb temperature falls towards the wet-bulb temperature while the humidity ratio rises. It works where the wet-bulb depression is large, which means dry air. Lowering temperature and moisture together is what a coil below the dew point does, not an evaporative cooler.Chilled water flows at 12 L/s through the cooling coils of a building and warms by 5 K. Take the specific heat of water as 4.2 kJ/kg·K, 1 L of water as 1 kg and 1 TR as 3.5 kW. The cooling duty, in TR, is ____.
Numerical answer — type the value.
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Answer: 72
Mass flow = 12 kg/s. Cooling = 12 × 4.2 × 5 = 252 kW. In TR: 252 ÷ 3.5 = 72. Check: 12 × 5 = 60; 60 × 4.2 = 252; 3.5 × 72 = 252.A 12-storey hotel must keep a clean façade with no wall-mounted boxes. Its guest rooms are occupied at different times, riser space is small, and the owner does not want a chilled-water plant or a cooling tower. Which system fits best?
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Answer: D — A VRF system with heat-recovery outdoor units serving ducted or cassette indoor units
VRF gives each room its own control and part-load efficiency, needs only small refrigerant pipes in the shafts, and has no chilled-water plant or tower. The central chiller breaks the owner's condition; window units are noisy, spoil the façade and are hard to run at scale; a single packaged unit cannot control rooms individually and needs very large ducts.Which of the following statements about central chilled-water air conditioning are correct?
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Answer: A — A water-cooled chiller with a cooling tower is generally more efficient than an air-cooled chiller of the same duty; B — A cooling tower should be sited so that its discharge and drift do not reach fresh-air intakes
Water-cooled condensing runs at a lower condensing temperature, so the COP is better, and siting the tower away from intakes keeps its drift, which can carry Legionella, out of the fresh air. Higher COP means fewer kW per ton, since kW/TR = 3.517 ÷ COP. VAV is the opposite of the claim that air volume stays constant: in VAV the supply temperature is constant and the air volume varies.A housing block has 60 flats with 5 occupants each, and the demand is taken as 135 litres per capita per day. The overhead tank is to hold one-third of one day's demand. Its capacity, in m³ correct to one decimal place, is ____.
Numerical answer — type the value.
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Answer: 13.5
Persons = 60 × 5 = 300. Daily demand = 300 × 135 = 40,500 L. One-third = 13,500 L = 13.5 m³. Check: 135 ÷ 3 = 45 L per person, and 300 × 45 = 13,500 L.A booster pump delivers 20 L/s against a total head of 50 m. The overall efficiency is 75% and ρg is 9.81 kN/m³. The shaft power required, in kW correct to two decimal places, is ____.
Numerical answer — type the value.
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Answer: 13.08
Q = 20 L/s = 0.02 m³/s. Water power = ρgQH = 9.81 × 0.02 × 50 = 9.81 kW. Shaft power = 9.81 ÷ 0.75 = 13.08 kW. Check: 0.75 × 13.08 = 9.81.In the water supply of a tall building, break-pressure tanks or pressure-reducing valves are provided mainly to
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Answer: B — limit the static pressure at lower-floor fixtures and pipes by splitting the height into zones
Static pressure is ρgh, about 1 bar per 10.2 m, so the lowest floors of a very tall building would see pressures that damage fittings. Zoning with break-pressure tanks or reducing valves keeps each zone within the limits of its fixtures and pipes. They do not raise top-floor pressure, which a booster or a higher tank does, and they do not treat water.Which of the following statements about rainwater harvesting are correct?
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Answer: A — A first-flush diverter discards the initial roof runoff that carries dust and droppings; B — A recharge borewell needs a silt chamber and filter in front of it, or it clogs; D — Annual yield is rainfall × catchment area × runoff coefficient, and the coefficient for a roof is less than 1
The first flush washes the roof and is discarded; a bore takes only filtered water; and yield is the gross rain volume multiplied by a coefficient below 1 for losses. Sending roof water to the sewer is wrong: it wastes the harvest and, in a separate system, overloads the sewer and treatment plant.A roof catchment of 800 m² receives 900 mm of rain in a year. With a runoff coefficient of 0.8, the volume that can be harvested in the year, in m³, is ____.
Numerical answer — type the value.
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Answer: 576
Rain depth = 0.9 m. Gross volume = 0.9 × 800 = 720 m³. Harvestable = 0.8 × 720 = 576 m³. Check: 800 × 0.8 = 640 m² effective; 640 × 0.9 = 576.Which of the following is classed as greywater, suitable for reuse in flushing after simple treatment?
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Answer: A — Discharge from showers, wash basins and washing machines
Greywater is the relatively clean wastewater of bathing, hand-washing and laundry. WC and urinal discharge is blackwater, which carries faecal matter and needs full treatment; septic-tank overflow and settled sludge are strongly polluted.Borewell water supplied to a building is hard, has a high TDS and shows bacterial contamination. Which treatment train best makes it fit for drinking?
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Answer: C — A softener and reverse osmosis followed by disinfection by UV or chlorine
Hardness and dissolved salts are removed by a softener and RO, and bacteria need a disinfection step. Sand filtration with chlorination handles turbidity and germs but leaves hardness and TDS; carbon and aeration remove iron, odour and taste, not dissolved salts; alum and a screen cannot do either job.A 4 ha site has 1 ha of roofs (C = 0.9), 1 ha of paving (C = 0.8) and 2 ha of lawn (C = 0.35). For a design intensity of 90 mm/h, the peak storm discharge by the rational formula Q = CiA/360 (Q in m³/s, i in mm/h, A in ha) is
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Answer: B — 0.60 m³/s
The coefficient must be weighted by area: ΣCA = 0.9 + 0.8 + 2 × 0.35 = 2.4 ha, so Q = 2.4 × 90 ÷ 360 = 0.60 m³/s. The tempting 0.68 comes from taking the plain average of the three coefficients, (0.9 + 0.8 + 0.35) ÷ 3 = 0.683, which ignores that lawn covers half the site.The main purpose of an anti-siphonage pipe connected to the crown of a trap is to
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Answer: D — admit air so that suction or pressure in the stack cannot break the water seal
The pipe lets air in at the crown of the trap so that a passing discharge cannot siphon the seal away, and relieves back pressure. A vent carries air, never liquid, and it ends above the roof so that foul air is released clear of the building.Which of the following statements about building plumbing systems are correct?
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Answer: A — A two-pipe system has separate stacks for soil and for waste; B — A single-stack system omits separate trap vents and relies on short branches, limited gradients and deep seals; C — A one-pipe system takes soil and waste in one stack with individually vented traps
The statements on separate stacks, omitted trap vents and individually vented traps define the two-pipe, single-stack and one-pipe systems. The claim that basins and baths need a separate waste stack contradicts the single-stack idea, which is that one stack takes all discharges; a separate waste stack belongs to the two-pipe system.Which statement about a septic tank is correct?
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Answer: A — It settles solids and digests sludge, but its effluent still needs a soak pit or further treatment
A septic tank is only a primary treatment unit: its effluent is still high in BOD and pathogens, so it goes to a soak pit or dispersion trench in suitable soil, away from wells. Rainwater must never enter it, because it would overload the tank and wash out the settled solids.A town of 5,000 people is supplied at 135 litres per capita per day, and 80% of the supply is assumed to reach the sewers. Ignoring infiltration, the average sewage flow, in m³/day, is
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Answer: D — 540
Supply = 5,000 × 135 = 675,000 L/day = 675 m³/day. Sewage = 0.8 × 675 = 540 m³/day. The figure 675 forgets the 80% factor; 432 applies it twice (0.64 × 675); 108 is the per-person sewage in litres, not the town total.