Give step-by-step solution with explanation and final answer:Lt WOE ambloied | o Inffapiepht on je eed to be employed, itil vajpe o Nigher-of pene" ites les.” oe er pots oundaryvalue py lems, which will require at . i robles, which will require I ple Dilerence Meo techniques, such as the finte-difference A pe een mh i he mo oy, TE cumiay ale OBI is 0 be og Tony Wed ltematyg 1 +1 grid points are gene; 15 11st divided jg ge SHo0ting me lof VAL Ci 1 BORIC, inclygig et 0 bing method. The eral (a1. where fer 1 POTS 51 81 he rir Be dil nls of eth 1 =(5-a) NY . Asarsita ty coions tha can th po TSR. Thi ay, grr Ls Sodvaibes ced fn te cir moeuTach A. N ved using the met, lifferential equation is transformed into psc oI ESS, Cen ference oy thods previously discuss Chapter 11. Band second derivatives of y with respect gy. > ° ON Wed in fe. y e-diffrence methods. Specifically, for the 2] Bs, IC SR CY a, SE Ol ae, Gall wo veal difference formulas are listed in Tabi ee in Table 13.3, Sec, 13,1 4.17: Finite-diff sample 1 ference methy Consider the boundary-value problem in Tie 7 ET ay i=002u+1, HOZI0. 110)~ 100 3 ive by the finite-difference method usii ee solve by od using central-difference formulas and = Ar=2. solution Aveach interior grid point, the second derivative is replaced with a central difference formula to obain y= 2 +, Bt ogau 41 Theintervl length is 10 and i =2, hence N= 5,50 that there are N~1=4 interior pois. Simplifying, we find yy ~ (200A Yu Hit) =A? |, i=2345 (14.46) Nut tht iy =10 and tg = 100 are available from the boundary conditions. By Eq. (14:46), we ave []-2.08u, +1, = 4 20 1 i a _ 4 Uy ~2.08uy +14 =4 aso 12m 1 lo uy ~ 2.08, =4 =io0 1 208 1 |{us 5) 5 2.08, +s = s 4 Seal) 41% ty =2.08us +g] = 4 . ) + ridiagonal, and thus will be solved using, ! ine coefficient matrix i tridiagonal. As pjected by the structure of Eg. (14:46), the sulin homas method (Chapter 11). That yields —6s.1821 — 41.5788, us =65 = . H, uy =15.0489 , iy = 253018: 4 78 Consider the linear BVP 1 fro—w'=0, wi)=3, wd)=1 Weta wil) w(3) (@) Solve using the finite-difference method (central difference formulas) with h = 0.5... (b) Repeat (a) for h=025 , (©) Tabulate the calculated estimates in (a) and (b) at £ =1.5,,2,2.5, including the exact values at those points.
Question:
Give step-by-step solution with explanation and final answer:
Lt WOE ambloied | o Inffapiepht on
je eed to be employed, itil vajpe o Nigher-of
pene" ites les.” oe er pots oundaryvalue py lems, which will require at
. i robles, which will require
I ple Dilerence Meo techniques, such as the finte-difference
A pe een mh i he mo oy,
TE cumiay ale OBI is 0 be og Tony Wed ltematyg 1
+1 grid points are gene; 15 11st divided jg ge SHo0ting me
lof VAL Ci 1 BORIC, inclygig et 0 bing method. The eral (a1. where
fer 1 POTS 51 81 he rir Be dil nls of eth 1 =(5-a) NY . Asarsita
ty coions tha can th po TSR. Thi ay, grr Ls Sodvaibes ced fn te
cir moeuTach A. N ved using the met, lifferential equation is transformed into
psc oI ESS, Cen ference oy thods previously discuss Chapter 11.
Band second derivatives of y with respect gy. > ° ON Wed in fe.
y e-diffrence methods. Specifically, for the
2] Bs,
IC SR CY
a, SE Ol ae,
Gall wo
veal difference formulas are listed in Tabi
ee in Table 13.3, Sec, 13,1
4.17: Finite-diff
sample 1 ference methy
Consider the boundary-value problem in Tie 7 ET ay
i=002u+1, HOZI0. 110)~ 100
3
ive by the finite-difference method usii ee
solve by od using central-difference formulas and = Ar=2.
solution
Aveach interior grid point, the second derivative is replaced with a central difference formula to obain
y= 2 +,
Bt ogau 41
Theintervl length is 10 and i =2, hence N= 5,50 that there are N~1=4 interior pois. Simplifying, we find
yy ~ (200A Yu Hit) =A? |, i=2345 (14.46)
Nut tht iy =10 and tg = 100 are available from the boundary conditions. By Eq. (14:46), we ave
[]-2.08u, +1, = 4 20 1 i a
_ 4
Uy ~2.08uy +14 =4 aso 12m 1 lo
uy ~ 2.08, =4 =io0 1 208 1 |{us 5)
5 2.08, +s = s 4 Seal) 41%
ty =2.08us +g] = 4 .
) + ridiagonal, and thus will be solved using,
! ine coefficient matrix i tridiagonal.
As pjected by the structure of Eg. (14:46), the sulin
homas method (Chapter 11). That yields
—6s.1821
— 41.5788, us =65
= . H,
uy =15.0489 , iy = 253018: 4
78 Consider the linear BVP
1
fro—w'=0, wi)=3, wd)=1
Weta wil) w(3)
(@) Solve using the finite-difference method (central difference formulas) with h = 0.5...
(b) Repeat (a) for h=025 ,
(©) Tabulate the calculated estimates in (a) and (b) at £ =1.5,,2,2.5, including the exact values at those points.
Asked by: gvr
Created at: 2025-06-30 11:04:32
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