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Below are two schematic drawings of streams flowing acoss two contour lines (cha

ID: 235111 • Letter: B

Question

Below are two schematic drawings of streams flowing acoss two contour lines (changes in elevation) from Point A to Point 8. Calculate the gradents of each of these streams and add the answer to the attached answer worksheet Example A The contour lines are the vertical lines and the stream is the ine unning between A and B The contour lines tell you the change in elevation Every contour line crossed is one contour interval of elevation In this example, the contour interval is 25 m and two contour lines are crossed The horizontal distance is based on the map scale The map scale in this example is 1 15000, which means that every 1 cm on the map is 15.000 cm in real life In this example, the length of the line running between A and B on the map is 2 cm Answer the following questions on the attached answer worksheet a) What is the change in elevation in meters between Points A and B? b) What is the horizontal distance between Points A and B in kilometers? c) The stream gradient is the change in elevation divided by the horizontal distance What is the stream gradent in m/km Example B

Explanation / Answer

Ex. A

a). Change in elevation

Contour interval 25ft

So elevation difference between A and B = 25*2

=50 ft = 15.24 meter

b) Scale = 1: 15000

distance between A- B 2 cm

Horizontal distance = 2*15000 cm

= 30000 cm

= 0.3 km

c) Stream gradient

= change in elevation/ horizontal distance

= 15.24/0.3 ft/km

= 50.8 m

Exercise B

a) change in elevation

Contour difference= 10 m

Change in elevation between A and B = 4*10

=40 m

b) Horizontal distance

Scale = 1:5000,

distance between point A and B= 2 cm

Horizontal distance = 2*5000 cm

= 10000 cm

= 0.1 km

c) Stream gradient= change in elevation/horizontal distance

=40 meter/0.1km

= 131.23/0.1 (40 m= 131.23 km)

=1312.3 feet/km

Exercise C

a) 3.2 miles saved by cutoff

(8.25- 5.05)

b) Gradient using oxbow

Elevation difference = 119-116 ft

=3 ft

Gradient= elevation difference/ horizontal distance

=3/8.25

= .36 ft/mile

c) Gradient using pecan point cutoff

= 3/5.05 ft/ mile

= 0.59 ft/ mile

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