(a) From the Bernoulli's theorem,
P+ρgh+½ρv² = P'+ρgh'+½ρv'²
Here P = P', h = 80 cm =0.80 m, h'=0, v =0, hence
→ρgh =½ρv'² →v'² = 2gh
→v' =√(2gh) =√(2*10*0.8) =√16 =4 m/s {Taking g =10 m/s²}
(b) When half the water has leaked out, h = 0.40 m
Now v' = √(2gh) =√(2*10*0.40) =√8 m/s.
(c) If at any instant t, the height remaining in the tank is h, then the volume of the water leaked in a small interval dt is dQ.
dQ =Discharge rate*dt =Area*speed of water*dt
dQ =A*v'*dt = (2 mm²)√(2gh)dt
And the decrease in height dh = The water leaked out in time dt divided by the open area of the tank
→dh = dQ/(0.4 m²)
→dh = (2 mm²)√(2gh)dt/(0.40 m²)
→dh = (2 m² *10⁻⁶)√(2gh)dt/(0.40 m²)
→dh = √(2gh)(2*10⁻⁶*10/4)dt
→dh = √(2gh)*5*10⁻⁶dt
(d) From above i.e. dh = √(2gh)*5*10⁻⁶dt
→dt = 2*10⁵/√(2gh)dh
Integrating between the limits for height from h to h/2 we get
T = ∫dt =∫{2*10⁵/√(2gh)}dh
={2*10⁵/√(2g)}∫h⁻1/2dh
=[{2*10⁵/√(2g)}2√h]
=[{2√2*10⁵/√g}√h], putting the limits H = h to H = h/2 we get
T = [{2√2*10⁵/√g}{√h-√(h/2)]
={(2√2*10⁵/√g)(√2-1)/√2}√h
=2(√2-1)*10⁵*√h/√g
Putting h = 0.80 m, g =10 m/s² T
= 2*0.414*10⁵*√(0.8/10)/3600 hours
=6.50 hours