Hk ike an engineer and try to estimate the surface area (A) of water in the creek and the pond that shown in Fig. (1). Use Trapezoidal rule and Simpson's 1/3 rule with equal width segment, n=400 ft, and for x-distance from 0 to 4000 ft? Any data you need, try to get it from Fig. (1). Distance (ft) 2843.1 3000 2763.9 Fig. (1) Creek 2368 3 2255.1 2200.6 2000 1637 8 di 1225.8 1000 area of the field (A) 9123 Pond 681.8 0.0 243.3 Road 0.0 4000 Distance (ft) 1000 2000 3000
Hk ike an engineer and try to estimate the surface area (A) of water in the creek and the pond that shown in Fig. (1). Use Trapezoidal rule and Simpson's 1/3 rule with equal width segment, n=400 ft, and for x-distance from 0 to 4000 ft? Any data you need, try to get it from Fig. (1). Distance (ft) 2843.1 3000 2763.9 Fig. (1) Creek 2368 3 2255.1 2200.6 2000 1637 8 di 1225.8 1000 area of the field (A) 9123 Pond 681.8 0.0 243.3 Road 0.0 4000 Distance (ft) 1000 2000 3000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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