Tüm alıştırma soruları

1526 soru

Soru 1361Soru

A cross-section is constructed from a topographic map drawn at a horizontal scale of 1:500001 : 50\,000. If the vertical scale of the cross-section is set such that 1 cm1\text{ cm} represents 100 m100\text{ m} of elevation, what is the vertical exaggeration of the cross-section?

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Cevap: 5

Cevap

The vertical exaggeration of the cross-section is 5.
To find the vertical exaggeration, both scales must be in representative fraction format. The horizontal scale is 1:500001 : 50\,000. The vertical scale (1 cm1\text{ cm} to 100 m100\text{ m}) equals 1:100001 : 10\,000. Dividing the horizontal denominator (5000050\,000) by the vertical denominator (1000010\,000) gives a vertical exaggeration of 5.

Adım Adım Çözüm

1
Convert the vertical scale to representative fraction form
Vertical Scale = 1 : 10,000
Both scales must be expressed as dimensionless ratios (RF) in matching units to determine vertical enlargement.
2
Divide the horizontal scale denominator by the vertical scale denominator
VE = 50,000 / 10,000 = 5
Vertical exaggeration quantifies how many times larger the vertical scale is compared to the horizontal scale.

Anahtar Kavram

Vertical Exaggeration in Topographic Profiles
Soru 1362Soru

A drainage basin outlined on a topographic map with a scale of 1:50,0001:50,000 has a total stream network length of 45 cm45\text{ cm} and a basin area of 36 cm236\text{ cm}^2 measured directly from the map sheet. What is the actual drainage density of the basin in km/km2\text{km}/\text{km}^2?

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Cevap: 2.5

Cevap

The actual drainage density of the river basin is 2.5 km/km22.5\text{ km}/\text{km}^2.
To calculate the true drainage density, map linear measurements and area measurements must first be converted to ground units using the scale 1:50,0001:50,000 (1 cm=0.5 km1\text{ cm} = 0.5\text{ km}, 1 cm2=0.25 km21\text{ cm}^2 = 0.25\text{ km}^2). Total ground stream length is 45×0.5=22.5 km45 \times 0.5 = 22.5\text{ km} and total ground basin area is 36×0.25=9 km236 \times 0.25 = 9\text{ km}^2. Dividing stream length by basin area yields 2.5 km/km22.5\text{ km}/\text{km}^2.

Adım Adım Çözüm

1
Convert the measured total stream network length from map units (cm) to real-world kilometers.
Ground stream length L=45 cm×0.5 km/cm=22.5 kmL = 45\text{ cm} \times 0.5\text{ km/cm} = 22.5\text{ km}.
At a scale of 1:50,0001:50,000, 1 cm1\text{ cm} on the map represents 50,000 cm=0.5 km50,000\text{ cm} = 0.5\text{ km} on the ground.
2
Convert the measured basin area from square centimeters to square kilometers.
Ground basin area A=36 cm2×(0.5 km)2=36×0.25 km2=9 km2A = 36\text{ cm}^2 \times (0.5\text{ km})^2 = 36 \times 0.25\text{ km}^2 = 9\text{ km}^2.
The areal scale factor is the square of the linear scale factor (1 cm2=0.25 km21\text{ cm}^2 = 0.25\text{ km}^2).
3
Divide the total ground stream length by the total ground basin area.
Drainage density Dd=22.5 km9 km2=2.5 km/km2D_d = \frac{22.5\text{ km}}{9\text{ km}^2} = 2.5\text{ km}/\text{km}^2.
Drainage density measures stream channel length per unit area within a river basin.

Anahtar Kavram

Drainage Density and Scale Conversion in Basin Analysis
Tahmini Süre:2m 0s
Soru 1363Soru

On a topographical map of a river basin drawn to a Representative Fraction (R.F.) scale of 1:40,0001 : 40,000, the distance along a proposed drainage channel between two agricultural settlements measures 14.5 cm14.5\text{ cm}. What is the actual ground distance of the drainage channel in kilometers?

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Cevap: 5.8

Cevap

The actual ground distance of the drainage channel is 5.8 km5.8\text{ km}.
The correct answer of 5.8 km5.8\text{ km} is obtained by multiplying the map distance of 14.5 cm14.5\text{ cm} by the R.F. denominator 40,00040,000 (14.5×40,000=580,000 cm14.5 \times 40,000 = 580,000\text{ cm}) and then converting centimeters to kilometers by dividing by 100,000100,000 (580,000÷100,000=5.8 km580,000 \div 100,000 = 5.8\text{ km}).

Adım Adım Çözüm

1
Calculate the total ground distance in centimeters
580,000 cm580,000\text{ cm}
According to the R.F. scale of 1:40,0001 : 40,000, 1 cm1\text{ cm} on the map represents 40,000 cm40,000\text{ cm} on the ground.
2
Convert the ground distance from centimeters to kilometers
5.8 km5.8\text{ km}
Since 1 km=100,000 cm1\text{ km} = 100,000\text{ cm}, divide the total distance in centimeters by 100,000100,000.

Anahtar Kavram

Ground distance calculation using Representative Fraction (R.F.) scale
Tahmini Süre:1m 15s
Soru 1364Soru

In a morphometric analysis of a river basin, a hydrologist counts 3232 first-order streams and 88 second-order streams using Strahler's stream ordering system. What is the bifurcation ratio between the first-order and second-order streams?

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Cevap: 4

Cevap

The bifurcation ratio between the first-order and second-order streams is 4.
The bifurcation ratio (RbR_b) is obtained by dividing the number of streams of a given order (N1=32N_1 = 32) by the number of streams of the next higher order (N2=8N_2 = 8). Therefore, Rb=328=4R_b = \frac{32}{8} = 4.

Adım Adım Çözüm

1
Identify the number of streams of order uu and order u+1u+1
N1=32N_1 = 32 and N2=8N_2 = 8
The bifurcation ratio measures the ratio of the number of stream segments of a given order to the number of segments of the higher order.
2
Calculate the bifurcation ratio using Rb=N1N2R_b = \frac{N_1}{N_2}
Rb=328=4R_b = \frac{32}{8} = 4
Dividing the count of first-order streams by the count of second-order streams gives the ratio of stream branching.

Anahtar Kavram

Bifurcation Ratio in River Basin Morphometry
Soru 1365Soru

A topographic map drawn at a scale of 1:25,0001 : 25,000 shows a hillside where point P on a ridge has an elevation of 580 m580\text{ m} and point Q near a river valley has an elevation of 430 m430\text{ m}. If the straight-line distance between P and Q measured on the map is 7.2 cm7.2\text{ cm}, what is the value of xx when the average gradient between the two points is expressed in the ratio form 1:x1 : x?

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Cevap: 12

Cevap

The numerical value of xx in the gradient ratio 1:x1 : x is 12.
To find the gradient ratio 1:x1 : x, first calculate the Vertical Interval (VI) by subtracting 430 m430\text{ m} from 580 m580\text{ m}, which gives 150 m150\text{ m}. Next, calculate the Horizontal Equivalent (HE) by multiplying the 7.2 cm7.2\text{ cm} map distance by the scale factor of 25,00025,000, giving 180,000 cm180,000\text{ cm} or 1,800 m1,800\text{ m}. Finally, divide VI by HE: 150 m1,800 m=112\frac{150\text{ m}}{1,800\text{ m}} = \frac{1}{12}. Expressed in the form 1:x1 : x, x=12x = 12.

Adım Adım Çözüm

1
Calculate the Vertical Interval (VI)
VI = 150 m
Subtract the lower elevation (430 m) from the higher elevation (580 m) to determine the vertical height difference.
2
Calculate the Horizontal Equivalent (HE) in meters
HE = 1,800 m
Multiply the map measurement of 7.2 cm by 25,000 to obtain ground distance in cm (180,000 cm), then divide by 100 to convert to meters.
3
Compute the gradient ratio and solve for x
Gradient = 1 / 12, giving x = 12
Divide the Vertical Interval by the Horizontal Equivalent: 150 m / 1,800 m = 1 / 12.

Anahtar Kavram

Slope and Gradient Calculation from Topographic Maps
Tahmini Süre:1m 30s
Soru 1366Soru

A solar power monitoring station at Site K, located at longitude 24W24^\circ\text{W}, records local solar noon (12:00 PM12:00\text{ PM}). At the exact same instant, a remote telecommunication hub at Site M records its local solar time as 05:20 PM05:20\text{ PM}. What is the longitude of Site M in degrees East?

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Cevap: 56

Cevap

The longitude of Site M is 56E56^\circ\text{E}.
The time difference between Site K (12:00 PM12:00\text{ PM}) and Site M (05:20 PM05:20\text{ PM}) is 5 hours 20 minutes5\text{ hours } 20\text{ minutes}. Converting time to longitude (1515^\circ per hour and 11^\circ per 4 minutes4\text{ minutes}) yields an angular distance of 8080^\circ. Since Site M is ahead in time, it is located east of Site K. Subtracting 2424^\circ from 8080^\circ accounts for the distance to the Prime Meridian (00^\circ), leaving 5656^\circ in the Eastern Hemisphere (56E56^\circ\text{E}).

Adım Adım Çözüm

1
Calculate the time difference between the two locations.
Time difference = 17:2012:00=5 hours 20 minutes17:20 - 12:00 = 5\text{ hours } 20\text{ minutes} (5.333 hours5.333\text{ hours}).
Differences in local solar time directly reflect differences in longitude.
2
Convert the time difference into angular degrees of longitude using the rate of 1515^\circ per hour (11^\circ per 4 minutes4\text{ minutes}).
Angular distance = (5 hours×15/hr)+(20 min÷4 min/)=75+5=80(5\text{ hours} \times 15^\circ/\text{hr}) + (20\text{ min} \div 4\text{ min}/^\circ) = 75^\circ + 5^\circ = 80^\circ.
The Earth completes a 360360^\circ rotation in 24 hours.
3
Determine the direction of displacement and find the longitude of Site M.
Longitude of Site M = 8024W=56E80^\circ - 24^\circ\text{W} = 56^\circ\text{E}.
Site M is ahead in time, so it lies to the east of Site K (24W24^\circ\text{W}). Traversing 8080^\circ eastward takes 2424^\circ to reach the Prime Meridian (00^\circ) and the remaining 5656^\circ into the Eastern Hemisphere.

Anahtar Kavram

Calculating longitude across meridians from local solar time differences
Soru 1367Soru

At a weather station in Port Harcourt, Nigeria, the maximum thermometer recorded a temperature of 33.0C33.0^\circ\text{C} during the day, and the minimum thermometer recorded 21.0C21.0^\circ\text{C} at night. What is the diurnal temperature range in degrees Celsius (C^\circ\text{C}) recorded for that day?

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Cevap: 12

Cevap

The diurnal temperature range recorded for the day is 12.0C12.0^\circ\text{C}.
The diurnal temperature range is defined as the difference between the maximum and minimum temperatures recorded within a single 24-hour day. Subtracting 21.0C21.0^\circ\text{C} from 33.0C33.0^\circ\text{C} yields 12.0C12.0^\circ\text{C}.

Adım Adım Çözüm

1
Extract the given maximum and minimum temperature values from the problem statement.
Maximum temperature = 33.0C33.0^\circ\text{C}, Minimum temperature = 21.0C21.0^\circ\text{C}.
Diurnal range requires the daily maximum and minimum readings.
2
Apply the diurnal temperature range formula.
Diurnal Range=Maximum TemperatureMinimum Temperature\text{Diurnal Range} = \text{Maximum Temperature} - \text{Minimum Temperature}.
The diurnal range represents the total temperature variation experienced within a 24-hour period.
3
Perform the subtraction.
33.0C21.0C=12.0C33.0^\circ\text{C} - 21.0^\circ\text{C} = 12.0^\circ\text{C}.
Subtracting the minimum temperature from the maximum temperature gives the numeric difference.

Anahtar Kavram

Diurnal Temperature Range Calculation
Soru 1368Soru

A regional transport planning board mapped a single continuous railway network (p=1p = 1) connecting 1515 key industrial towns (v=15v = 15) with 2222 direct rail tracks (e=22e = 22). What is the cyclomatic number (CC) of this transport network?

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Cevap: 8

Cevap

The cyclomatic number of the transport network is 8.
The cyclomatic number (CC) measures structural redundancy and closed loops within a graph network using the standard topological equation C=ev+pC = e - v + p. Substituting e=22e = 22, v=15v = 15, and p=1p = 1 gives 2215+1=822 - 15 + 1 = 8, representing 88 independent loops in the network.

Adım Adım Çözüm

1
Identify given network variables from the problem stem
e=22e = 22 (edges/tracks), v=15v = 15 (vertices/towns), p=1p = 1 (connected component)
Topological indices require accurate counting of fundamental structural elements.
2
Apply the formula for the cyclomatic number
C=ev+pC = e - v + p
The cyclomatic number measures the number of fundamental circuits or redundant loops in a transport graph.
3
Compute the quantitative value
C=2215+1=8C = 22 - 15 + 1 = 8
Subtracting vertices from edges and adding the component count yields the exact number of independent loops.

Anahtar Kavram

Cyclomatic Number in Transport Network Analysis
Soru 1369Soru

An agricultural province in West Africa covers a total land area of 80,000 km280,000\text{ km}^2. Arable land suitable for crop cultivation accounts for 25%25\% of this total land area. If the physiological population density of the province is 200 persons per km2200\text{ persons per km}^2 of arable land, what is the total population of the province?

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Cevap: 4000000

Cevap

The total population of the province is 4,000,0004,000,000 people.
Physiological density measures the population relative to the amount of arable land available (200 persons per km2200\text{ persons per km}^2). First, finding 25%25\% of the total 80,000 km280,000\text{ km}^2 gives 20,000 km220,000\text{ km}^2 of arable land. Multiplying this arable area by the physiological density of 200 persons/km2200\text{ persons/km}^2 yields a total population of 4,000,0004,000,000 people.

Adım Adım Çözüm

1
Calculate the total area of arable land in the province
Arable land area = 20,000 km220,000\text{ km}^2
Physiological density is calculated strictly based on arable (cultivable) land area, not total surface area. 25%25\% of 80,000 km280,000\text{ km}^2 equals 20,000 km220,000\text{ km}^2.
2
Apply the physiological density equation to calculate the total population
Total population = 4,000,0004,000,000 people
Since Physiological Density=Total PopulationArable Land Area\text{Physiological Density} = \frac{\text{Total Population}}{\text{Arable Land Area}}, multiplying the physiological density (200 persons/km2200\text{ persons/km}^2) by the arable land area (20,000 km220,000\text{ km}^2) gives the total population (200×20,000=4,000,000200 \times 20,000 = 4,000,000).

Anahtar Kavram

Physiological Population Density
Soru 1370Soru

A mining concession covers an area of 40 cm240\text{ cm}^2 on a topographical map drawn to a scale of 1:50,0001 : 50,000. If this map is reduced to a scale of 1:200,0001 : 200,000, what is the area of the concession on the reduced map in cm2\text{cm}^2?

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Cevap: 2.5

Cevap

The area of the mining concession on the reduced map is 2.5 cm22.5\text{ cm}^2.
When a map is reduced from a scale of 1:50,0001 : 50,000 to 1:200,0001 : 200,000, the linear scale is reduced by a factor of 44 (since 200,000/50,000=4200,000 / 50,000 = 4). Because area changes proportionally to the square of the linear change, the area scale factor is (1/4)2=1/16(1/4)^2 = 1/16. Multiplying the original area of 40 cm240\text{ cm}^2 by 1/161/16 gives 2.5 cm22.5\text{ cm}^2.

Adım Adım Çözüm

1
Calculate the linear reduction factor.
Linear scale factor k=50,000200,000=14=0.25k = \frac{50,000}{200,000} = \frac{1}{4} = 0.25
The linear change ratio is determined by comparing the old scale denominator to the new scale denominator.
2
Calculate the area scale factor.
Area factor k2=(0.25)2=116=0.0625k^2 = (0.25)^2 = \frac{1}{16} = 0.0625
Area scale varies with the square of the linear scale factor.
3
Determine the area on the reduced map.
New Map Area =40 cm2×0.0625=2.5 cm2= 40\text{ cm}^2 \times 0.0625 = 2.5\text{ cm}^2
Applying the area reduction factor to the original map area yields the new map area.

Anahtar Kavram

Relationship between linear scale factor and area scale factor during map reduction
Soru 1371Soru

A wildlife sanctuary covers an area of 24 cm224\text{ cm}^2 on Map P, which is drawn to a scale of 1:60,0001 : 60,000. If Map P is enlarged to produce Map Q with a scale of 1:20,0001 : 20,000, what is the area of the sanctuary on Map Q in cm2\text{cm}^2?

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Cevap: 216

Cevap

The area of the sanctuary on Map Q is 216 cm2216\text{ cm}^2.
When a map is enlarged from a scale of 1:60,0001 : 60,000 to 1:20,0001 : 20,000, the linear dimension increases by a factor of 60,00020,000=3\frac{60,000}{20,000} = 3. Because area is a two-dimensional measurement, the area scale factor is the square of the linear scale factor (32=93^2 = 9). Thus, the new area on Map Q is 24 cm2×9=216 cm224\text{ cm}^2 \times 9 = 216\text{ cm}^2.

Adım Adım Çözüm

1
Find the linear scale enlargement factor (kk)
k=Old Scale DenominatorNew Scale Denominator=60,00020,000=3k = \frac{\text{Old Scale Denominator}}{\text{New Scale Denominator}} = \frac{60,000}{20,000} = 3
Enlarging a map scale from 1:60,0001 : 60,000 to 1:20,0001 : 20,000 increases linear dimensions by a factor of 3.
2
Determine the area scale multiplier
\text{Area Scale Factor} = k^2 = 3^2 = 9
Area changes according to the square of the linear scale change ratio.
3
Calculate the new map area
24\text{ cm}^2 \times 9 = 216\text{ cm}^2
Multiplying the original area on Map P by the area scale factor yields the enlarged area on Map Q.

Anahtar Kavram

Map Enlargement Area Calculation
Soru 1372Soru

In a municipality located in West Africa with an estimated mid-year population of 250000250{}000, a demographic survey recorded 62506{}250 live births and 25002{}500 deaths within a single year. What is the Rate of Natural Increase (RNI) of this population expressed as a percentage?

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Cevap: 1.5

Cevap

The Rate of Natural Increase (RNI) of the population is 1.5%1.5\%.
The Rate of Natural Increase (RNI) measures the surplus of births over deaths in a population over a specific period. Subtracting annual deaths (25002{}500) from annual live births (62506{}250) yields a natural increase of 37503{}750. Dividing this increase by the total population (250000250{}000) gives 0.0150.015, which equals 1.5%1.5\% when multiplied by 100100.

Adım Adım Çözüm

1
Calculate the net natural increase in population.
Net natural increase = 37503{}750 individuals.
Natural increase measures population growth resulting solely from natural demographic events (live births minus deaths).
2
Express the natural increase as a percentage of the mid-year population.
RNI = 1.5%1.5\%.
Dividing the natural increase (37503{}750) by the total mid-year population (250000250{}000) and multiplying by 100100 converts the absolute increase into an annual growth percentage.

Anahtar Kavram

Rate of Natural Increase (RNI)
Soru 1373Soru

In a demographic study of an agricultural region in West Africa covering a total surface area of 150000 km2150{}000\text{ km}^2 (20%20\% of which consists of non-arable mountainous terrain and water bodies), the population at the beginning of a 10-year census period was 90000009{}000{}000. Over the 10-year period, official demographic records indicate 27000002{}700{}000 live births, 10500001{}050{}000 deaths, 600000600{}000 inbound immigrants, and 150000150{}000 outbound emigrants. What is the physiological population density of the region in persons per square kilometer of arable land at the end of the 10-year period?

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Cevap: 92.5

Cevap

92.5 persons per square kilometer of arable land
To calculate the physiological population density, the final population must be divided strictly by the area of arable land. The total ending population is obtained by taking the initial population (90000009{}000{}000), adding natural increase (27000001050000=16500002{}700{}000 - 1{}050{}000 = 1{}650{}000), and adding net migration (600000150000=450000600{}000 - 150{}000 = 450{}000), which gives 1110000011{}100{}000 persons. The arable land area is 80%80\% of 150000 km2=120000 km2150{}000\text{ km}^2 = 120{}000\text{ km}^2. Dividing 1110000011{}100{}000 by 120000120{}000 yields 92.5 persons/km292.5\text{ persons/km}^2.

Adım Adım Çözüm

1
Calculate the area of arable land
Arable land area = 150000 km2×(10.20)=120000 km2150{}000\text{ km}^2 \times (1 - 0.20) = 120{}000\text{ km}^2
Physiological population density measures population relative to arable (cultivable) land only, excluding non-arable terrain.
2
Calculate the natural population increase
Natural Increase = 2700000 births1050000 deaths=1650000 persons2{}700{}000\text{ births} - 1{}050{}000\text{ deaths} = 1{}650{}000\text{ persons}
Natural population change is the net difference between live births and deaths.
3
Calculate net migration
Net Migration = 600000 immigrants150000 emigrants=450000 persons600{}000\text{ immigrants} - 150{}000\text{ emigrants} = 450{}000\text{ persons}
Net migration accounts for population change caused by movement into and out of the region.
4
Determine final total population
Final Population = 9000000+1650000+450000=11100000 persons9{}000{}000 + 1{}650{}000 + 450{}000 = 11{}100{}000\text{ persons}
Total population at the end of the period equals initial population plus natural increase plus net migration.
5
Calculate physiological population density
Physiological Density = 11100000 persons120000 km2=92.5 persons/km2\frac{11{}100{}000\text{ persons}}{120{}000\text{ km}^2} = 92.5\text{ persons/km}^2
Physiological density is computed by dividing the total ending population by the arable land area.

Anahtar Kavram

Physiological Population Density and Net Population Change
Soru 1374Soru

A hydrologist conducts a morphometric analysis on a river basin using a topographic map drawn at a scale of 1:25,0001:25,000. Stream ordering reveals 2828 first-order streams, 77 second-order streams, and 11 third-order stream. If the total basin area measured on the map is 32 cm232\text{ cm}^2, what is the stream frequency (FsF_s) of the basin in streams per km2\text{streams per km}^2?

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Cevap: 18

Cevap

The stream frequency of the river basin is 18 streams per km218\text{ streams per km}^2.
To determine stream frequency (FsF_s), first calculate the total stream count (N=28+7+1=36N = 28 + 7 + 1 = 36). Next, convert the map area of 32 cm232\text{ cm}^2 to actual ground area using the scale 1:25,0001:25,000. Since 1 cm1\text{ cm} on the map represents 0.25 km0.25\text{ km}, 1 cm21\text{ cm}^2 represents 0.0625 km20.0625\text{ km}^2. Multiplying 32 cm232\text{ cm}^2 by 0.0625 km2/cm20.0625\text{ km}^2/\text{cm}^2 gives a basin area of 2.0 km22.0\text{ km}^2. Finally, divide the total number of streams by the basin area (36/2.0=18 streams per km236 / 2.0 = 18\text{ streams per km}^2).

Adım Adım Çözüm

1
Sum the number of streams of each order to find the total stream count (NN).
N=28+7+1=36 streamsN = 28 + 7 + 1 = 36\text{ streams}.
Stream frequency considers the entire stream network comprising all stream orders in the basin.
2
Convert map area to ground area using the map scale (1:25,0001:25,000).
1 cm=0.25 km    1 cm2=0.0625 km21\text{ cm} = 0.25\text{ km} \implies 1\text{ cm}^2 = 0.0625\text{ km}^2. Actual Area A=32×0.0625=2.0 km2A = 32 \times 0.0625 = 2.0\text{ km}^2.
Stream frequency must be expressed per unit of actual ground area in km2\text{km}^2 rather than map area.
3
Divide total number of streams by actual basin area.
Fs=362.0=18 streams/km2F_s = \frac{36}{2.0} = 18\text{ streams/km}^2.
Stream frequency (FsF_s) is defined as the ratio of total number of streams to the drainage basin area.

Anahtar Kavram

Stream Frequency (FsF_s) Calculation in River Basin Morphometry
Tahmini Süre:2m 0s
Soru 1375Soru

A cartographer constructs a quantitative dot map to represent the distribution of livestock across a region. On the map, a total of 6464 dots represent a total population of 160,000160,000 sheep. If Province X has a sheep population of 35,00035,000, how many dots should be plotted to represent Province X on this map?

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Cevap: 14

Cevap

14 dots are required to represent Province X.
To find the dot count for Province X, first determine the scale value of a single dot: 160,000 sheep64 dots=2,500 sheep per dot\frac{160,000\text{ sheep}}{64\text{ dots}} = 2,500\text{ sheep per dot}. Next, divide the population of Province X by the dot value: 35,000 sheep2,500 sheep/dot=14 dots\frac{35,000\text{ sheep}}{2,500\text{ sheep/dot}} = 14\text{ dots}.

Adım Adım Çözüm

1
Determine the quantity represented by one dot.
Each dot represents 2,5002,500 sheep.
Dividing the overall sheep population (160,000160,000) by the total number of dots (6464) establishes the dot value.
2
Calculate the number of dots for Province X.
14 dots.
Dividing the provincial population (35,00035,000) by the single-dot value (2,5002,500) yields the exact number of dots required for visual representation.

Anahtar Kavram

Dot Map Scale and Quantifier Calculation
Soru 1376Soru

At a coastal weather station situated at sea level (0 m0\text{ m}), the recorded dry-bulb air temperature is 31.2C31.2^\circ\text{C}. A secondary meteorological station is established on an adjacent highlands plateau at an altitude of 2,400 m2,400\text{ m}. Assuming a standard environmental lapse rate of 6.5C6.5^\circ\text{C} per 1,000 m1,000\text{ m} of ascent in the troposphere, what is the calculated air temperature at the highlands station in degrees Celsius (C^\circ\text{C})?

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Cevap: 15.6

Cevap

The expected air temperature at the highlands station is 15.6C15.6^\circ\text{C}.
Air temperature in the lowest layer of the atmosphere (troposphere) decreases with altitude at the standard environmental lapse rate of 6.5C6.5^\circ\text{C} per 1,000 m1,000\text{ m} (0.65C0.65^\circ\text{C} per 100 m100\text{ m}). For an elevation increase of 2,400 m2,400\text{ m}, the total temperature drop equals 2.4×6.5C=15.6C2.4 \times 6.5^\circ\text{C} = 15.6^\circ\text{C}. Subtracting this reduction from the baseline sea-level reading of 31.2C31.2^\circ\text{C} gives 15.6C15.6^\circ\text{C}.

Adım Adım Çözüm

1
Determine altitude difference in thousands of meters
2.4 units of 1,000 m2.4\text{ units of } 1,000\text{ m}
The environmental lapse rate is specified per 1,000 m1,000\text{ m} elevation gain.
2
Compute total atmospheric temperature drop
15.6C15.6^\circ\text{C} drop
Multiply the elevation change in thousands of meters (2.42.4) by the lapse rate (6.5C6.5^\circ\text{C}).
3
Calculate final temperature at plateau elevation
15.6C15.6^\circ\text{C}
Subtract the total calculated temperature drop from the sea-level temperature (31.2C15.6C31.2^\circ\text{C} - 15.6^\circ\text{C}).

Anahtar Kavram

Environmental Lapse Rate and Vertical Temperature Variation
Soru 1377Soru

On a topographical map representing a mountainous terrain, a lower index contour line is marked at 500 m500\text{ m} above sea level and a higher index contour line is marked at 900 m900\text{ m} above sea level. If there are 44 equal contour intervals between these two index contours, what is the elevation in metres of the third contour line above the 500 m500\text{ m} index contour?

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Cevap: 800

Cevap

The elevation of the third contour line above the 500 m500\text{ m} index contour is 800 m800\text{ m}.
The vertical difference between the 500 m500\text{ m} and 900 m900\text{ m} index contours is 400 m400\text{ m}. Dividing this difference by the 44 contour intervals gives a uniform vertical interval of 100 m100\text{ m} per contour line. Therefore, three contour lines above the 500 m500\text{ m} line correspond to an elevation of 500 m+3(100 m)=800 m500\text{ m} + 3(100\text{ m}) = 800\text{ m}.

Adım Adım Çözüm

1
Find the total elevation difference between the two known index contours
900 m500 m=400 m900\text{ m} - 500\text{ m} = 400\text{ m}
This establishes the cumulative elevation change across the four intervals.
2
Calculate the Vertical Interval (V.I.) between adjacent contour lines
400 m4=100 m\frac{400\text{ m}}{4} = 100\text{ m}
The contour interval is uniform across the map, so dividing the vertical change by the number of spaces yields the elevation change per line.
3
Calculate the elevation at the third contour line above the base index contour
500 m+(3×100 m)=800 m500\text{ m} + (3 \times 100\text{ m}) = 800\text{ m}
Moving up three contour lines from 500 m500\text{ m} increases the elevation by three times the vertical interval.

Anahtar Kavram

Vertical Interval and Contour Line Elevation Determination
Soru 1378Soru

A demographic survey carried out in an agricultural district in Nigeria recorded the following age structure: 24,30024,300 children under 15 years of age, 45,00045,000 adults in the economically active age range of 15–64 years, and 6,3006,300 elderly residents aged 65 years and above. What is the dependency ratio of this district, expressed as a percentage?

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Cevap: 68

Cevap

68%
The dependency ratio expresses the relationship between the dependent segment of the population (those under 15 and those 65 and above) and the productive segment (ages 15–64). Summing the dependents (24,300+6,30024,300 + 6,300) gives 30,60030,600. Dividing 30,60030,600 by the working-age population of 45,00045,000 and multiplying by 100100 yields 68%68\%.

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1
Determine the size of the dependent population.
Total dependents = 24,300+6,300=30,60024,300 + 6,300 = 30,600.
Demographic dependency includes individuals under 15 years and those aged 65 years and older.
2
Calculate the dependency ratio.
Dependency Ratio=(30,60045,000)×100=68%\text{Dependency Ratio} = \left(\frac{30,600}{45,000}\right) \times 100 = 68\%.
The dependency ratio measures the number of economic dependents supported by every 100 working-age individuals.

Anahtar Kavram

Dependency Ratio Calculation
Soru 1379Soru

In triangle PQRPQR, the side lengths are p=8 cmp = 8\text{ cm} and q=15 cmq = 15\text{ cm}, and the included angle R=60\angle R = 60^\circ. What is the length of side rr in centimeters?

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Cevap: 13

Cevap

The length of side rr is 13 cm13\text{ cm}.
Using the Cosine Rule formula r2=p2+q22pqcosRr^2 = p^2 + q^2 - 2pq \cos R with p=8p=8, q=15q=15, and R=60R=60^\circ, we calculate r2=64+225240(0.5)=169r^2 = 64 + 225 - 240(0.5) = 169. Taking the square root gives r=13 cmr = 13\text{ cm}.

Adım Adım Çözüm

1
Identify the given values and appropriate trigonometric rule
Givens: p=8 cmp = 8\text{ cm}, q=15 cmq = 15\text{ cm}, R=60\angle R = 60^\circ. Since two sides and the included angle (SAS) are given, use the Cosine Rule: r2=p2+q22pqcosRr^2 = p^2 + q^2 - 2pq \cos R.
The Cosine Rule is required to find the third side when two sides and their included angle are known.
2
Substitute the values into the Cosine Rule formula
r2=82+1522(8)(15)cos60r^2 = 8^2 + 15^2 - 2(8)(15) \cos 60^\circ
Replacing variables with their numerical equivalents sets up the algebraic calculation.
3
Calculate the terms and evaluate r2r^2
r2=64+225240×0.5=289120=169r^2 = 64 + 225 - 240 \times 0.5 = 289 - 120 = 169
Since cos60=0.5\cos 60^\circ = 0.5, simplify the arithmetic operations.
4
Solve for side length rr
r=169=13 cmr = \sqrt{169} = 13\text{ cm}
Take the square root of both sides to obtain the length of side rr.

Anahtar Kavram

Applying the Cosine Rule to find an unknown side given two sides and the included angle (SAS)
Soru 1380Soru

If the determinant of the matrix A=(k12310241)A = \begin{pmatrix} k & 1 & 2 \\ 3 & -1 & 0 \\ 2 & 4 & 1 \end{pmatrix} is equal to 1717, what is the value of kk?

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Cevap: 8

Cevap

The value of kk is 88.
Expanding the matrix determinant along the first row gives det(A)=k(1)1(3)+2(14)=k+25\det(A) = k(-1) - 1(3) + 2(14) = -k + 25. Setting k+25=17-k + 25 = 17 leads to k=8-k = -8, so k=8k = 8.

Adım Adım Çözüm

1
Perform cofactor expansion along the first row of matrix AA.
\det(A) = k((-1)(1) - (0)(4)) - 1((3)(1) - (0)(2)) + 2((3)(4) - (-1)(2))
Expanding along the first row uses the formula \det(A) = a_{11}C_{11} + a_{12}C_{12} + a_{13}C_{13}.
2
Evaluate the products and simplify the algebraic expression for the determinant.
\det(A) = -k - 3 + 28 = -k + 25
Simplifying each sub-determinant term yields a linear expression in kk.
3
Equate the expression to 1717 and solve for kk.
-k + 25 = 17 \implies k = 8
Subtracting 25 from both sides gives k=8-k = -8, which simplifies to k=8k = 8.

Anahtar Kavram

Determinant of a 3x3 Matrix
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