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How are ratios and scale drawings used to read maps and plans, and how does the trapezoidal rule estimate irregular areas?

Use ratios and scale drawings to interpret maps and plans, and use the trapezoidal rule to estimate the area of an irregular region

A focused answer to the HSC Maths Standard 2 dot point on ratios, scale drawings and the trapezoidal rule. Reading scale notation, converting distances, the trapezoidal rule formula with a strip-by-strip stepped build, and worked examples for floor plans, maps and irregular Australian land areas.

Reviewed by: AI editorial process; not yet individually human-reviewed

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What this dot point is asking

NESA wants you to read scale notation, convert measurements between a drawing or map and reality, scale areas using the squared factor, and apply the trapezoidal rule to estimate the area of an irregular region from a set of equally-spaced offsets.

Two separate skills sit under one dot point. Scale drawings test whether you can move between paper and the real world without dropping a unit or forgetting that area grows by the square of the length factor. The trapezoidal rule tests whether you can apply one formula carefully: count the strips, double the right offsets, and keep the units. Neither idea is hard. Both reward neat, labelled work that carries its units, and that is exactly where the marks (and the lost marks) are.

The answer

Ratios and scale

A scale of 1:n1:n means 11 unit on the drawing represents nn units in reality, in the same unit.

  • 1:1001:100. 11 cm on the plan = 100100 cm = 11 m in reality.
  • 1:500001:50000. 11 cm on the map = 5000050000 cm = 500500 m in reality.

The scale itself is a pure ratio, so it has no units, but each side of the conversion must use the same unit. The safest habit has two steps. First scale the plan measurement, staying in the plan's unit (here centimetres). Then convert that result to a sensible real-world unit (metres or kilometres) at the very end. Mixing the two steps is where errors creep in.

Linear scaling

Real distance = drawing distance ×\times scale factor.

A plan measurement of 77 cm at scale 1:2001:200 represents 7×200=14007 \times 200 = 1400 cm = 1414 m in reality.

Scale drawing: plan dimensions convert to real dimensionsA floor plan of a kitchen drawn at scale 1 to 100 measures 5.4 cm by 4.2 cm. Each centimetre on the plan represents 100 cm equals 1 m, so the real kitchen is 5.4 m by 4.2 m and its area is 22.68 square metres.PLAN5.4 cm4.2 cm× 100scale 1:100REAL KITCHEN5.4 m4.2 m22.68 m²1 cm on the plan = 100 cm = 1 m. Area scales by 100², not 100.

Area scaling

When you scale every linear dimension by a factor kk, area scales by k2k^2.

A plan area of 5050 cm2^2 at scale 1:1001:100 represents 50×1002=50000050 \times 100^2 = 500000 cm2^2 = 5050 m2^2 in reality.

The reason is that area is length times length. If each length grows kk times, the product grows k×k=k2k \times k = k^2 times. This is the most common scale-drawing trap. Doubling every side of a room does not double its floor area, it quadruples it; tripling them multiplies the area by nine. The figure above shows this directly. The plan rectangle and the real rectangle have the same shape, but the real one covers far more than 100100 times the area of the plan, because 1002=10000100^2 = 10000.

Volume scaling

When you scale linear dimensions by kk, volume scales by k3k^3, since volume is length cubed.

A scale model with volume 100100 cm3^3 at scale 1:501:50 represents 100×503=12500000100 \times 50^3 = 12500000 cm3^3 = 12.512.5 m3^3 in reality.

Reading maps

Australian topographic maps commonly use 1:250001:25000 or 1:500001:50000. A 44 cm distance on a 1:250001:25000 map is 4×25000=1000004 \times 25000 = 100000 cm = 11 km.

A clean route to kilometres straight from a map distance in centimetres: ground distance (km) = map distance (cm) ×\times scale denominator ÷100000\div 100000 (because 100000100000 cm = 11 km). On a 1:500001:50000 map, a 6.46.4 cm separation is 6.4×50000÷100000=3.26.4 \times 50000 \div 100000 = 3.2 km.

The trapezoidal rule

The trapezoidal rule estimates the area of a region with one straight edge (the baseline) and one irregular curved edge, by slicing it into vertical strips and treating each strip as a trapezium. It is the standard HSC tool for the area of a paddock, a lake, a block of land or a cross-section, where there is no neat formula.

For a single strip (baseline length hh, end offsets aa and bb):

Ah2(a+b).A \approx \frac{h}{2}(a + b).

For multiple equal strips of width hh with offsets y0,y1,,yny_0, y_1, \ldots, y_n:

Ah2(y0+2(y1+y2++yn1)+yn).A \approx \frac{h}{2}\left( y_0 + 2(y_1 + y_2 + \cdots + y_{n-1}) + y_n \right).

The end offsets (y0y_0 and yny_n) are counted once; every interior offset is counted twice. That doubling is the rule's whole personality, and forgetting it (or doubling the ends as well) is the classic mistake.

Why the rule looks the way it does

It helps to see the formula assembled from individual trapezia rather than memorised. Each strip is a trapezium whose two parallel sides are the offsets at its left and right, yiy_{i} and yi+1y_{i+1}, and whose width is hh, so its area is h2(yi+yi+1)\frac{h}{2}(y_i + y_{i+1}). Add the strips:

h2(y0+y1)+h2(y1+y2)+h2(y2+y3)+\frac{h}{2}(y_0 + y_1) + \frac{h}{2}(y_1 + y_2) + \frac{h}{2}(y_2 + y_3) + \cdots

Every interior offset appears in two adjacent trapezia (it is the right side of one strip and the left side of the next), so it is added twice; the two end offsets appear in just one strip each. Collecting like terms gives exactly h2(y0+2y1+2y2++yn)\frac{h}{2}(y_0 + 2y_1 + 2y_2 + \cdots + y_n). The "double the middle ones" rule is not arbitrary; it is just bookkeeping for shared edges.

Watch the rule build up, strip by strip

Take a lake measured against a 120120 m baseline, with offsets 0,25,32,20,00, 25, 32, 20, 0 m at 0,30,60,90,1200, 30, 60, 90, 120 m. Here is how the estimate is assembled.

Stage 1, identify the irregular region. The lake has one straight side (the baseline you measure along) and one curved side (the shoreline). There is no exact area formula for this shape, which is exactly when the trapezoidal rule earns its place.

Trapezoidal rule stage 1: the irregular regionAn irregular lake bounded below by a straight baseline of 120 m and above by a curved shoreline. The area under the curve is what the trapezoidal rule estimates.baseline 120 mStage 1An irregular shape: one straight baseline, one curved boundary.

Stage 2, measure equally spaced offsets. Divide the baseline into equal strips and measure the perpendicular distance (the offset) from the baseline up to the curve at each division. Here five offsets, 3030 m apart, give heights 0,25,32,20,00, 25, 32, 20, 0 m. The strip width is h=30h = 30 m, and there are four strips.

Trapezoidal rule stage 2: measure equally spaced offsetsThe baseline is divided into four equal strips of width h equals 30 m. Perpendicular offsets y nought to y four are measured up to the curve: 0, 25, 32, 20, 0 metres.y₀=0y₁25y₂32y₃20y₄=0h=30h=30h=30h=30Stage 2Five offsets at 0, 30, 60, 90, 120 m: heights 0, 25, 32, 20, 0 m.

Stage 3, replace each curved top with a straight chord. Join the tops of adjacent offsets with a straight line. Each strip becomes a trapezium with parallel sides yiy_i and yi+1y_{i+1} and width hh. The dashed accent line is the approximation; it follows the real curve (shown muted) closely, and more closely still as the strips get narrower.

Trapezoidal rule stage 3: replace the curve with straight topsEach strip's curved top is replaced by a straight chord, turning every strip into a trapezium. One strip is shaded to show its trapezium shape.one trapeziumStage 3Straight chords make each strip a trapezium (dashed = the estimate).

Stage 4, add the trapezia. Sum the four trapezium areas. Using the collected formula, the interior offsets (2525, 3232, 2020) are doubled and the ends (00, 00) counted once:

A302(0+2(25+32+20)+0)=15×154=2310 m2.A \approx \frac{30}{2}\left(0 + 2(25 + 32 + 20) + 0\right) = 15 \times 154 = 2310 \text{ m}^2.

Trapezoidal rule stage 4: add the trapeziaAll four trapezia are filled. Their total area, by the trapezoidal rule, is 2310 square metres, the estimate of the lake area.A ≈ 2310 m²Stage 4Sum the four trapezia: A = (h/2)(y₀ + 2(y₁+y₂+y₃) + y₄) = 2310 m².

When the trapezoidal rule applies, and how accurate it is

Use it when the region has one straight side (where you lay the baseline) and one irregular side (where you take the offsets at right angles to the baseline). The rule is exact when the boundary is itself a straight line, and only an estimate when the boundary curves. The estimate improves as the strip width hh shrinks, because shorter straight tops hug the curve more tightly. Whether you end up over or under the true area depends on the curve. Where the boundary bulges away from the baseline (like the top of the lake), the straight top cuts the corner, so the rule reads a little low. Where the boundary dips towards the baseline, the rule reads a little high.

How exam questions ask about this dot point

  • "Find the real length / area / dimensions ..." from a plan or map at a stated scale. Multiply lengths by the scale factor; for an area, multiply by the factor squared (or convert both lengths first, then multiply).
  • "A model / plan is drawn at 1:n1:n ..." Set up the conversion in the plan's unit, then convert to metres or kilometres at the end.
  • "Use the trapezoidal rule with ... strips / the offsets in the table ..." Read off hh (the gap between offsets, not the whole baseline), apply the formula, double the interior offsets only, and state units.
  • "One application of the trapezoidal rule ..." means a single strip: Ah2(a+b)A \approx \frac{h}{2}(a + b), where hh is the whole baseline and aa, bb are the two end offsets.
  • "Estimate the area of the paddock / lake / block ..." with offsets given: the trapezoidal rule, almost always with several strips.

Exam-style practice questions

Practice questions written in the style of NESA exam questions on this dot point, with worked answer explainers. The year tag is the paper they imitate, not the source.

2023 HSC-style4 marksA floor plan is drawn at a scale of 1:501:50. On the plan, a rectangular living room measures 1212 cm by 99 cm. Find the real area of the living room in square metres.
Show worked answer →

Real length: 12×50=60012 \times 50 = 600 cm =6= 6 m. Real width: 9×50=4509 \times 50 = 450 cm =4.5= 4.5 m.

Real area: 6×4.5=276 \times 4.5 = 27 m2^2.

Alternatively, plan area is 12×9=10812 \times 9 = 108 cm2^2; real area is 108×502=108×2500=270000108 \times 50^2 = 108 \times 2500 = 270000 cm2^2 =27= 27 m2^2.

Markers reward either route, with the squared scale factor for area shown explicitly if the second route is used.

2022 HSC-style4 marksUse the trapezoidal rule with five equal strips to estimate the area of a paddock. Offsets at 0,20,40,60,80,1000, 20, 40, 60, 80, 100 m are 0,12,18,22,15,00, 12, 18, 22, 15, 0 m respectively.
Show worked answer →

Strip width: h=20h = 20 m. There are 66 offsets and 55 strips.

Trapezoidal rule for multiple strips: Ah2(y0+2(y1+y2+y3+y4)+y5)A \approx \frac{h}{2} (y_0 + 2(y_1 + y_2 + y_3 + y_4) + y_5).

A202(0+2(12+18+22+15)+0)A \approx \frac{20}{2}(0 + 2(12 + 18 + 22 + 15) + 0).

=10(0+2×67+0)=10×134=1340= 10 (0 + 2 \times 67 + 0) = 10 \times 134 = 1340 m2^2.

Markers reward the formula, the inner sum and the doubling, and an answer with units.

Practice questions

Original practice questions graded from foundation to exam level, each with a full worked solution. Try them before revealing the solution.

foundation2 marksA batch of mortar is mixed with sand and cement in the ratio 5:15:1 by mass. The total mass of the batch is 540540 kg. How many kilograms of sand and how many kilograms of cement does it contain?
Show worked solution →

Count the parts. The ratio 5:15:1 has 5+1=65 + 1 = 6 equal parts in total.

Find one part. Divide the total mass by the number of parts:

540÷6=90 kg per part540 \div 6 = 90 \text{ kg per part}

Scale each share. Sand is 55 parts and cement is 11 part:

sand=5×90=450 kg,cement=1×90=90 kg\text{sand} = 5 \times 90 = 450 \text{ kg}, \qquad \text{cement} = 1 \times 90 = 90 \text{ kg}

So the batch holds 450450 kg of sand and 9090 kg of cement. (Check: 450+90=540450 + 90 = 540 kg, the full batch, and 450:90450:90 reduces to 5:15:1.)

foundation2 marksA floor plan is drawn at a scale of 1:1501:150. A hallway measures 8.48.4 cm long on the plan. Find the real length of the hallway in metres.
Show worked solution →

Read the scale. A scale of 1:1501:150 means 11 cm on the plan represents 150150 cm in reality.

Multiply the plan length by the scale factor, staying in centimetres first:

8.4×150=1260 cm8.4 \times 150 = 1260 \text{ cm}

Convert to metres. Divide by 100100:

1260÷100=12.6 m1260 \div 100 = 12.6 \text{ m}

So the real hallway is 12.612.6 m long. (Sanity check: a hallway around 1212 to 1313 m is realistic, and a small plan length times a large scale should give a much bigger real length.)

foundation2 marksA 4.54.5 m length of timber is cut into two pieces in the ratio 4:54:5. Find the length of each piece, in metres.
Show worked solution →

Count the parts. The ratio 4:54:5 has 4+5=94 + 5 = 9 equal parts in total.

Find one part. Divide the whole length by the number of parts:

4.5÷9=0.5 m per part4.5 \div 9 = 0.5 \text{ m per part}

Scale each share. One piece is 44 parts and the other is 55 parts:

4×0.5=2 m,5×0.5=2.5 m4 \times 0.5 = 2 \text{ m}, \qquad 5 \times 0.5 = 2.5 \text{ m}

So the pieces are 22 m and 2.52.5 m long. (Check: 2+2.5=4.52 + 2.5 = 4.5 m, the whole length, and 2:2.52 : 2.5 reduces to 4:54:5.)

foundation2 marksA site plan is drawn at a scale of 1:2001:200. A wall measures 6.46.4 cm long on the plan. Find the real length of the wall, in metres.
Show worked solution →

Read the scale. A scale of 1:2001:200 means 11 cm on the plan represents 200200 cm in reality.

Multiply the plan length by the scale factor, working in centimetres first:

6.4×200=1280 cm6.4 \times 200 = 1280 \text{ cm}

Convert to metres. Divide by 100100:

1280÷100=12.8 m1280 \div 100 = 12.8 \text{ m}

So the real wall is 12.812.8 m long. (Sanity check: a small plan length times a large scale factor should give a much longer real length, and around 1313 m is sensible for a wall.)

core2 marksOn a 1:250001:25000 topographic map, two trig stations are 7.27.2 cm apart. Find the ground distance between them in kilometres.
Show worked solution →

Read the scale. On a 1:250001:25000 map, 11 cm represents 2500025000 cm on the ground.

Multiply the map distance by the scale factor:

7.2×25000=180000 cm7.2 \times 25000 = 180000 \text{ cm}

Convert to kilometres. There are 100000100000 cm in 11 km, so divide:

180000÷100000=1.8 km180000 \div 100000 = 1.8 \text{ km}

So the trig stations are 1.81.8 km apart on the ground. (Check with the direct route: ground km =7.2×25000÷100000=1.8= 7.2 \times 25000 \div 100000 = 1.8 km, which agrees.)

core2 marksA river runs alongside a straight property boundary 6060 m long. The perpendicular distance from the boundary to the river is 1818 m at one end and 2727 m at the other end. Use one application of the trapezoidal rule to estimate the area between the boundary and the river.
Show worked solution →

Identify the single strip. With one application, the whole baseline is the strip width, so h=60h = 60 m, and the two end offsets are a=18a = 18 m and b=27b = 27 m.

Apply the single-strip rule Ah2(a+b)A \approx \frac{h}{2}(a + b):

A602(18+27)=30×45=1350 m2A \approx \frac{60}{2}(18 + 27) = 30 \times 45 = 1350 \text{ m}^2

So the estimated area is 13501350 m2^2. (Sanity check: the average offset is 18+272=22.5\frac{18 + 27}{2} = 22.5 m, and 22.5×60=135022.5 \times 60 = 1350 m2^2, matching.)

core3 marksA garden bed runs alongside a straight path. Starting from one end, the perpendicular width of the bed is measured every 44 m, giving offsets of 66, 99, 77 and 55 metres. Use the trapezoidal rule to estimate the area of the garden bed.
Show worked solution →

Set up the strip width and offsets. The offsets are measured 44 m apart, so the strip width is h=4h = 4 m. There are four offsets and three strips: y0=6y_0 = 6, y1=9y_1 = 9, y2=7y_2 = 7, y3=5y_3 = 5.

Apply the multiple-strip rule, counting the two end offsets once and doubling the interior offsets:

Ah2(y0+2(y1+y2)+y3)A \approx \frac{h}{2}\left(y_0 + 2(y_1 + y_2) + y_3\right)

Substitute and evaluate. The interior offsets sum to 9+7=169 + 7 = 16:

A42(6+2×16+5)=2×(6+32+5)=2×43=86 m2A \approx \frac{4}{2}\left(6 + 2 \times 16 + 5\right) = 2 \times (6 + 32 + 5) = 2 \times 43 = 86 \text{ m}^2

So the estimated area of the garden bed is 8686 m2^2. (Sanity check: the average offset is about 6.756.75 m over a 1212 m length, giving roughly 8181 m2^2, the same order of magnitude.)

core4 marksA landscaping plan is drawn at a scale of 1:2001:200. A rectangular backyard has an area of 3636 cm2^2 on the plan. (a) Find the real area of the backyard in square metres. (b) The backyard is to be divided into lawn and paving in the ratio 7:27:2. Find the area of lawn, in square metres.
Show worked solution →

Part (a) - scale the area by the squared factor. Linear dimensions scale by 200200, so area scales by 2002=40000200^2 = 40000. The real area in square centimetres is

36×40000=1440000 cm236 \times 40000 = 1440000 \text{ cm}^2

Convert to square metres by dividing by 1000010000 (since 11 m2=1002=10000^2 = 100^2 = 10000 cm2^2):

1440000÷10000=144 m21440000 \div 10000 = 144 \text{ m}^2

So the real backyard area is 144144 m2^2.

Part (b) - divide in the ratio 7:27:2. The ratio has 7+2=97 + 2 = 9 parts, so one part is

144÷9=16 m2144 \div 9 = 16 \text{ m}^2

Lawn is 77 parts:

7×16=112 m27 \times 16 = 112 \text{ m}^2

So the lawn covers 112112 m2^2. (Check: paving is 2×16=322 \times 16 = 32 m2^2, and 112+32=144112 + 32 = 144 m2^2, the whole backyard.)

exam4 marksA surveyor estimates the area of an irregular paddock using the trapezoidal rule. A straight baseline 9090 m long is divided into six equal strips, and the perpendicular offsets from the baseline to the fence are measured at the seven division points as 00, 88, 1414, 1919, 1616, 99 and 00 metres. Estimate the area of the paddock.
Show worked solution →

Set up the strip width and offsets. Six equal strips across a 9090 m baseline give a strip width of h=90÷6=15h = 90 \div 6 = 15 m. The seven offsets are y0=0y_0 = 0, y1=8y_1 = 8, y2=14y_2 = 14, y3=19y_3 = 19, y4=16y_4 = 16, y5=9y_5 = 9, y6=0y_6 = 0.

Apply the multiple-strip rule, counting the two ends once and doubling every interior offset:

Ah2(y0+2(y1+y2+y3+y4+y5)+y6)A \approx \frac{h}{2}\left(y_0 + 2(y_1 + y_2 + y_3 + y_4 + y_5) + y_6\right)

Substitute and evaluate. The interior offsets sum to 8+14+19+16+9=668 + 14 + 19 + 16 + 9 = 66:

A152(0+2×66+0)=7.5×132=990 m2A \approx \frac{15}{2}\left(0 + 2 \times 66 + 0\right) = 7.5 \times 132 = 990 \text{ m}^2

So the estimated area of the paddock is 990990 m2^2. (Sanity check: the average offset is about 9.49.4 m and the baseline is 9090 m, giving roughly 850850 m2^2, the same order of magnitude.)

exam4 marksA council subdivides a rectangular reserve of area 4.84.8 hectares into a playing field, a car park and a community garden in the ratio 5:3:25:3:2. (a) Find the area of each, in hectares. (b) Convert the area of the community garden to square metres, given 11 ha =10000= 10\,000 m2^2.
Show worked solution →

Part (a) - divide in the ratio 5:3:25:3:2. The ratio has 5+3+2=105 + 3 + 2 = 10 parts, so one part is

4.8÷10=0.48 ha4.8 \div 10 = 0.48 \text{ ha}

Scale each share:

playing field=5×0.48=2.4 ha\text{playing field} = 5 \times 0.48 = 2.4 \text{ ha}

car park=3×0.48=1.44 ha\text{car park} = 3 \times 0.48 = 1.44 \text{ ha}

community garden=2×0.48=0.96 ha\text{community garden} = 2 \times 0.48 = 0.96 \text{ ha}

(Check: 2.4+1.44+0.96=4.82.4 + 1.44 + 0.96 = 4.8 ha, the whole reserve.)

Part (b) - convert the garden to square metres. Multiply by 1000010\,000:

0.96×10000=9600 m20.96 \times 10\,000 = 9600 \text{ m}^2

So the community garden covers 96009600 m2^2. (Sanity check: 0.960.96 ha is just under one hectare, so just under 1000010\,000 m2^2, which fits.)

exam4 marksA surveyor estimates the area of an irregular lakeside block. A straight baseline 125125 m long is divided into five equal strips, and the perpendicular offsets from the baseline to the shoreline are measured at the six division points as 00, 1414, 2222, 2626, 1818 and 00 metres. (a) Use the trapezoidal rule to estimate the area of the block, in square metres. (b) The owner plans to split the block into cleared land and retained bushland in the ratio 3:13:1. Find the area to be cleared, in square metres.
Show worked solution →

Part (a), set up the strip width and offsets. Five equal strips across a 125125 m baseline give a strip width of h=125÷5=25h = 125 \div 5 = 25 m. The six offsets are y0=0y_0 = 0, y1=14y_1 = 14, y2=22y_2 = 22, y3=26y_3 = 26, y4=18y_4 = 18, y5=0y_5 = 0.

Apply the multiple-strip rule, counting the two ends once and doubling every interior offset:

Ah2(y0+2(y1+y2+y3+y4)+y5)A \approx \frac{h}{2}\left(y_0 + 2(y_1 + y_2 + y_3 + y_4) + y_5\right)

The interior offsets sum to 14+22+26+18=8014 + 22 + 26 + 18 = 80, so

A252(0+2×80+0)=12.5×160=2000 m2A \approx \frac{25}{2}\left(0 + 2 \times 80 + 0\right) = 12.5 \times 160 = 2000 \text{ m}^2

So the estimated area of the block is 20002000 m2^2.

Part (b), divide in the ratio 3:13:1. The ratio has 3+1=43 + 1 = 4 parts, so one part is

2000÷4=500 m22000 \div 4 = 500 \text{ m}^2

The cleared area is 33 parts:

3×500=1500 m23 \times 500 = 1500 \text{ m}^2

So the area to be cleared is 15001500 m2^2. (Check: the bushland is 1×500=5001 \times 500 = 500 m2^2, and 1500+500=20001500 + 500 = 2000 m2^2, the whole block.)

exam5 marksAn engineer models the cross-section of a drainage channel. Across the 88 m width of the channel, the depth is measured at five equally spaced points 22 m apart, giving offsets of 1.21.2, 1.81.8, 2.12.1, 1.61.6 and 1.01.0 metres. (a) Use the trapezoidal rule to estimate the area of the cross-section. (b) On a survey plan drawn at a scale of 1:100001:10000, the channel's longest run measures 2.52.5 cm. Find the real length of that run, in metres.
Show worked solution →

Part (a) - set up the strips. Five offsets 22 m apart give a strip width of h=2h = 2 m and four strips, with y0=1.2y_0 = 1.2, y1=1.8y_1 = 1.8, y2=2.1y_2 = 2.1, y3=1.6y_3 = 1.6, y4=1.0y_4 = 1.0. Note the end offsets here are not zero, so they are still counted once each.

Apply the multiple-strip rule, doubling only the interior offsets:

Ah2(y0+2(y1+y2+y3)+y4)A \approx \frac{h}{2}\left(y_0 + 2(y_1 + y_2 + y_3) + y_4\right)

The interior offsets sum to 1.8+2.1+1.6=5.51.8 + 2.1 + 1.6 = 5.5, so

A22(1.2+2×5.5+1.0)=1×(1.2+11+1.0)=13.2 m2A \approx \frac{2}{2}\left(1.2 + 2 \times 5.5 + 1.0\right) = 1 \times (1.2 + 11 + 1.0) = 13.2 \text{ m}^2

So the estimated cross-sectional area is 13.213.2 m2^2.

Part (b) - scale the length. A scale of 1:100001:10000 means 11 cm represents 1000010000 cm, so

2.5×10000=25000 cm=250 m2.5 \times 10000 = 25000 \text{ cm} = 250 \text{ m}

So the real run is 250250 m long. (Check on part (a): the average depth is about 1.51.5 m over an 88 m width, giving roughly 1212 m2^2, close to the estimate.)

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