/*! This file is auto-generated */ .wp-block-button__link{color:#fff;background-color:#32373c;border-radius:9999px;box-shadow:none;text-decoration:none;padding:calc(.667em + 2px) calc(1.333em + 2px);font-size:1.125em}.wp-block-file__button{background:#32373c;color:#fff;text-decoration:none} Q. 49 To approximate the flow f(t)... [FREE SOLUTION] | 91Ó°ÊÓ

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Toapproximatetheflowf(t)oftheLochsaRiverinitsfloodstage,wecanuseafunctionoftheformg(t)=c1+c2sin(t-90)π105-2π,wherethecoefficientsc1andc2arefoundbyevaluatingthefollowingtwointegrals:c1=1105∫90195f(t)dt,c2=19.95∫90195f(t)sin(t-90)π105-2πdt.(a)Usethedatapoints(t,f(t))=(90,2100),(120,6300),(150,11000),and(180,4000),andleftRiemannsumstoapproximatethevaluesoftheintegralsforc1andc2.(b)Nowthatyouhavefoundc1andc2,plottheresultingfunctiong(t)againstthedatapointsfromExercise48.

Short Answer

Expert verified

Part (a) c1=5,542.857,c2=-35,900.917

Part (b)

Step by step solution

01

Step 1. Given information 

Toapproximatetheflowf(t)oftheLochsaRiverinitsfloodstage,wecanuseafunctionoftheformg(t)=c1+c2sin(t-90)π105-2π,wherethecoefficientsc1andc2arefoundbyevaluatingthefollowingtwointegrals:c1=1105∫90195f(t)dt,c2=19.95∫90195f(t)sin(t-90)π105-2πdt.Thedatapoints(t,f(t))=(90,2100),(120,6300),(150,11000),and(180,4000)

02

Part (a) Step 2. Formula used and calculation .

Formulaused:Iffisdefinedonaclosedinterval[a,b]andckisanypointin[xk-1,xk]thenaRiemannsumisdefinedas∑k=1nf(ck)∆x.Calculation:Fromthegivendatapoints,wecanwriteas(t1.f(t1))=(90,2100)(t2,f(t2))=(120,6300)(t3,f(t3))=(150,11000)(t4.f(t4))=(180,4000)Hereweusetheleftendpointsof4rectanglesontheinterval[90.210].Thewidthofeachrectangleisdifferby30andthelastrectangleby15.TheleftRiemannsumisrelatedtothedefiniteintegralas∫abf(t)dt=∑k=1nf(tk)∆t.where∆t=b-an.Now,∫190195f(t)dt=∑k=13f(tk)∆t∑k=13f(tk)∆tk=[∆t1f(t1)+∆t2f(t2)+∆t3f(t3)]=30(2100)+30(6300)+30(11000)=582000c1=1105∫90195f(t)dt,=1105(582000)=5542.857c2=19.95∫90195f(t)sin(t-90)π105-2πdt.=19.95∫90195f(t)sin(t-90)π105dt-2π19.95∫90195f(t)dt.leth(t)=f(t)sin(t-90)π105.h(90)=f(90)sin(90-90)π105=0h(120)=f(120)sin(120-90)π105=98.69h(150)=f(150)sin(150-90)π105=344.596Now,∫90195f(t)sin(t-90)π105dt=∫90195h(t)dt=∑k=13h(tk)∆t∑k=13h(tk)∆tk=[∆t1h(t1)+∆t2h(t2)+∆t3h(t3)]=30(0)+30(98.69)+30(344.596)=13298.58c2=19.95∫90195f(t)sin(t-90)π105-2πdt.=19.95∫90195f(t)sin(t-90)π105dt-2π19.95∫90195f(t)dt.=19.95(13298.58)-2π19.95(582000)=35900.917

03

Part (b) Step 1. Graph 

The graph of the functiong(t)=5,542.857-35,900.917(sin((t-90)Ï€105)-2Ï€)is given by

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