Can someone help with this please?

Use a computer program (.e. MATLAB, etc) to complete your work. Include tables and figures to support your argument if necessary. You must include units in your tables and figures. Each report should be completed with your lab partner. No formal report if required (i.e., don't need to have a title page, abstract, intro, etc...) However, written responses are required when interpreting your results Introduction Rod Gate Moveable Stop FR rod YR Figure 1: Reservoir with tiltable gate: (a) Gate vertical, (b) Gate opened to an angle 9 Consider the reservoir shown in Figure 1 (a). One wall of the reservoir is a tiltable metal gate that is hinged at the bottom and has weight W and length L. The width of the reservoir in the direction normal to the page is B. Initially, the gate is vertical and the water level reaches the top of the gate. The total volume of the water is Vw-aLB. A rod holds the gate closed, and the force of the rod on the gate Frod is directed along the rod. A stop holds the opposite end of the rod in place. This stop can be moved to the right, thus letting the gate rotate clockwise about its hinge. For gate angle g less than or equal to some critical angle ,max, the water level is at or below the top of the gate; however, for S> Vmax, the water spills over the top. The volume V bounded by the bottom, the fixed walls, the gate, and a level surface at the top of the gate is Use a computer program (.e. MATLAB, etc) to complete your work. Include tables and figures to support your argument if necessary. You must include units in your tables and figures. Each report should be completed with your lab partner. No formal report if required (i.e., don't need to have a title page, abstract, intro, etc...) However, written responses are required when interpreting your results Introduction Rod Gate Moveable Stop FR rod YR Figure 1: Reservoir with tiltable gate: (a) Gate vertical, (b) Gate opened to an angle 9 Consider the reservoir shown in Figure 1 (a). One wall of the reservoir is a tiltable metal gate that is hinged at the bottom and has weight W and length L. The width of the reservoir in the direction normal to the page is B. Initially, the gate is vertical and the water level reaches the top of the gate. The total volume of the water is Vw-aLB. A rod holds the gate closed, and the force of the rod on the gate Frod is directed along the rod. A stop holds the opposite end of the rod in place. This stop can be moved to the right, thus letting the gate rotate clockwise about its hinge. For gate angle g less than or equal to some critical angle ,max, the water level is at or below the top of the gate; however, for S> Vmax, the water spills over the top. The volume V bounded by the bottom, the fixed walls, the gate, and a level surface at the top of the gate is