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Secondary 4 Geography Practice Paper: Rivers and Hydrology, Coasts and Waves, Weather and Climate, Population and Migration, Urban Land Use, Natural Hazards

Secondary 4 Geography Practice Paper: Rivers and Hydrology, Coasts and Waves, Weather and Climate, Population and Migration, Urban Land Use, Natural Hazards

  • 2026-11-13

Geography – Secondary 4 – Practice Paper

S4 geography: river gradient and discharge, wave energy, coastal erosion, lapse rate, population change, urban density, storm surge and slope hazards. 24 parts, 100 marks.

Paper details S4 geography practice paper with 24 parts on river gradients, discharge, wave energy, coastal erosion, weather, population change, urban land use and natural hazards; full answers and marking points included.

Section A: River Landforms and Hydrology (16 marks)

Data 1: river A has a catchment of 240 km2, a straight source-to-mouth distance of 60 km, source altitude 1,200 m and mouth altitude 0 m.

# Question Answer and marking notes
1 (a) Find the gradient of river A, expressed as a ratio and in metres per kilometre. Answer: gradient = 1,200 / 60,000 = 0.02; that is 20 m fall per km. (Marking: fall 1, distance in metres 1, each unit form 1)
2 (b) Within six hours of a storm the discharge rises from 12 m3/s to 66 m3/s. Find the percentage increase. Answer: increase = (66 – 12) / 12 x 100% = 450%. (Marking: difference 1, dividing by base 2, per cent sign 1)
3 (c) The storm gives 80 mm of rain over the catchment with a runoff ratio of 0.35. Find the total runoff volume in cubic metres. Answer: area = 240,000,000 m2; depth = 0.08 m; volume = 240,000,000 x 0.08 x 0.35 = 6,720,000 m3. (Marking: area 1, depth 1, runoff ratio 1, answer 1)
4 (d) In normal conditions the channel cross-section is 30 m2 with mean velocity 1.6 m/s. Find the normal discharge and how many times the peak discharge exceeds it. Answer: normal discharge = 30 x 1.6 = 48 m3/s; 66 / 48 = 1.38 times. (Marking: discharge formula 2, ratio 1, units 1)

Section B: Coastal Landforms and Waves (16 marks)

Data 2: offshore waves have a period of 8 s and a height of 2.5 m; sea water density is 1,025 kg/m3 and g is 9.81 m/s2.

# Question Answer and marking notes
5 (a) Using the deep water formulae, find the wave speed and wave length. Answer: speed = 1.56 x 8 = 12.48 m/s; length = 1.56 x 64 = 99.84 m. (Marking: each formula 1, substitution 1, units 1)
6 (b) Use P = density x g^2 / (64 pi) x height^2 x period to find the wave energy flux per metre of crest in kW/m (1 d.p.). Answer: P = 1,025 x 9.81^2 / (64 pi) x 2.5^2 x 8 = 24,530 W/m = 24.5 kW/m. (Marking: density and g 1, squares and period 1, division by 1,000 1, answer 1)
7 (c) The cliff retreats at 0.15 m per year and the wave-cut platform is 45 m wide. Find the time needed to form it. Answer: years = 45 / 0.15 = 300 years. (Marking: correct relation 2, arithmetic 1, unit 1)
8 (d) A spit is 320 m long and grows 4.5 m per year. Find how long it takes to double its present length (1 d.p.). Answer: another 320 m is needed; years = 320 / 4.5 = 71.1 years. (Marking: extra 320 m 2, arithmetic 1, unit 1)

Section C: Weather and Climate (18 marks)

Data 3: the foot of a hill at 50 m has a temperature of 28.0 C and the summit is at 1,450 m. Another station records 25 C, actual vapour pressure 18 hPa and saturation vapour pressure 30 hPa.

# Question Answer and marking notes
9 (a) Using an environmental lapse rate of 0.6 C per 100 m, find the summit temperature. Answer: height difference = 1,400 m; cooling = 14 x 0.6 = 8.4 C; summit = 28.0 – 8.4 = 19.6 C. (Marking: height difference 2, cooling 2, answer and unit 1)
10 (b) Find the relative humidity at that station. Answer: relative humidity = 18 / 30 x 100% = 60%. (Marking: formula 2, substitution 2, per cent sign 1)
11 (c) A place has 2,100 mm annual rainfall and 780 mm annual evaporation. Find annual runoff and the runoff ratio (2 d.p.). Answer: runoff = 2,100 – 780 = 1,320 mm; ratio = 1,320 / 2,100 = 0.63. (Marking: runoff 2, ratio 1, 2 d.p. 1)
12 (d) On a day the maximum is 31.4 C and the minimum 22.6 C. Find the daily range. Answer: daily range = 31.4 – 22.6 = 8.8 C. (Marking: subtraction 3, unit 1)

Section D: Population and Migration (16 marks)

Data 4: a city starts the year with 5,200,000 people; during the year there are 41,600 births, 33,800 deaths, 18,200 immigrants and 12,400 emigrants.

# Question Answer and marking notes
13 (a) Find the natural increase and the natural increase rate per 1,000 (1 d.p.). Answer: natural increase = 7,800; rate = 7,800 / 5,200,000 x 1,000 = 1.5 per 1,000. (Marking: number 2, formula 1, answer 1)
14 (b) Find the net migration and the net migration rate per 1,000 (2 d.p.). Answer: net migration = 5,800; rate = 5,800 / 5,200,000 x 1,000 = 1.12 per 1,000. (Marking: number 2, formula 1, answer 1)
15 (c) Find the year-end population and the total growth rate per 1,000 (2 d.p.). Answer: year-end population = 5,213,600; growth rate = 13,600 / 5,200,000 x 1,000 = 2.62 per 1,000. (Marking: population 2, numerator 1, answer 1)
16 (d) The city has 780,000 aged 0-14, 620,000 aged 65 and over, and 3,800,000 aged 15-64. Find the dependency ratio as a percentage (1 d.p.). Answer: dependency ratio = 1,400,000 / 3,800,000 x 100% = 36.8%. (Marking: numerator 2, denominator 1, answer 1)

Section E: Urban Land Use (18 marks)

Data 5: a new town covers 24 km2 with 336,000 people; residential land is 9.6 km2, roads take 3.6 km2 and the rest is other uses; total residential floor area is 6,720,000 m2.

# Question Answer and marking notes
17 (a) Find the population density in persons per km2. Answer: density = 336,000 / 24 = 14,000 persons per km2. (Marking: formula 2, arithmetic 2, unit 1)
18 (b) Find the percentage of the town area used for housing, roads and other uses. Answer: housing = 40%; roads = 15%; other = 45% (10.8 km2). (Marking: housing 2, roads 2, other 1)
19 (c) Find the average residential floor area per person in m2. Answer: average = 6,720,000 / 336,000 = 20 m2 per person. (Marking: formula 2, arithmetic 1, unit 1)
20 (d) 40% of residents travel out to work each day, two trips per person. Find the daily commuter trips. Answer: workers = 336,000 x 0.4 = 134,400; trips = 134,400 x 2 = 268,800. (Marking: workers 2, x 2 for trips 1, unit 1)

Section F: Natural Hazards and Management (16 marks)

Data 6: during a typhoon the astronomical tide is 2.1 m, the storm surge 1.8 m and wave run-up 0.6 m; the sea wall is 4.2 m high. A slope has a horizontal length of 120 m and a rise of 60 m.

# Question Answer and marking notes
21 (a) Find the peak water level and state whether the sea overtops the wall; if so, by how much. Answer: peak level = 4.5 m; wall is 4.2 m, so the sea overtops it by 0.3 m. (Marking: sum 2, comparison 1, overtopping 1)
22 (b) 180 mm of rain falls in three hours. Find the mean rainfall intensity in mm per hour. Answer: intensity = 180 / 3 = 60 mm per hour. (Marking: formula 2, arithmetic 1, unit 1)
23 (c) Find the slope as a ratio and in degrees (1 d.p.). Answer: ratio = 60 / 120 = 0.5; slope = arctan 0.5 = 26.6 degrees. (Marking: ratio 2, inverse tangent 1, answer 1)
24 (d) Four estates must be evacuated, each with 620 households of 3.1 persons; each bus carries 60. Find the number evacuated and the minimum bus trips. Answer: people = 4 x 620 x 3.1 = 7,688; buses = 7,688 / 60 = 128.1, so at least 129 trips. (Marking: people 2, division 1, rounding up 1)

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