Solve using bisection, false position, newton raphson, and secant methods using MATLAB

1. Bernoulli's equation for fluid flow in an open channel with a small bump is: 2gb2h02Q2+h0=2gb2h2Q2+h+H where Q=1.2m3/s=volumerateofflowg=9.81m/s2=gravitationalaccelerationb=1.8m=widthofchannelh0=0.6m=upstreamwaterlevelH=0.075m=heightofbumph=waterlevelabovethebump Determine h using all methods that apply for the problem. You can use computer software as Matlab userdefined functions and MathCad explicit solution. Compare results and rank methods from best to worse