# Chapter 2-Water Pressure Exercise 2 (Stability Calculation)

**1. Find the thrust exprienced by a flat keel plate 10m x 2m when the draft is 8m in SW.**

__Solution :__

**Area of the flat keel plate** = (10 x 2)
= 20m2
**Pressure = (depth x density)**
=(8 x 1.025)
=8.2t /m2
** Thrust = (pressure x area)**
= 8.2 x 20 =164 t .

**2. A box-shaped vessel 150m x20m x 12m is floating in a dock of RD 1.010 at an even keel draft of 10m. Find the total water pressure experienced by the hull.**

__ Solution:__

** The total water pressure exerted on the hull to the water = (Thrust of keel plate which acting horizontally + Thrust of forward and aft which act vertically +Thrust of port and stbd side which act vertically)**
**Thrust of Keel plate = (pressure x area) **
** Pressure = (depth x density)**
=10 x1.010 t/m2

Area = 150m x 20m = 3000m2 Thrust =(10 x1.010 x 3000) = 30, 300 t

**Thrust of forward and Aft =(pressure x area) **

** Pressure = depth x density**
=( 5 x1.010)t/m2

**Area =L X B **
=(20 x10)
= 200m2

**Thrust = (P x A)**
= (5×1.010 x200)
= 1010t

**Thrust acting both forward and aft** = (1010 x2)
= 2020 t

**Thrust of port and stbd side = (pressure x area)**

** Pressure =( depth x density)**
=( 5×1.010)

** Area = (L X B) **
= 150m x 10 = 1500m2

** Thrust = ( P X A )**
= 5 x 1.010 x1500
= 7575 t

**Thrust acting on Both sides** = 7575 x 2
=15150 t

Hence , Total pressure on the hull = (30300 +2020 + 15150) =47,470 tonnes.

**3. A submarine has a surface area of 650m2 and can with stand a total water pressure of 1332500 t . Find at what approximate depth in SW she would collapse.**

__Solution:__

Area = 650m2 Thrust = 1332500t RD = 1.025 Depth =?

** Thrust = ( P x A )**
1332500 = (P x 650)
P = 2050 t/m2

**Now, P =(depth x density)**
2050 = (depth x 1.025)

Hence , Depth = 2000m.

**4. A rectangular lock gate 40m wide and 20m high has water of RD 1.010 12m deep on one sideand water of RD 1.020 11m deep on the other. Find the resultant thrust experienced and direction in which it acts.**

__Solution: __

Water of RD =1.010 Depth =12 m C = (12/2) =6m

**Pressure = (depth x density)**
=(6 x1.010) t/m2

**Thrust =(P x A) **=( 6 x 1.010 x40 x12)
= 2908.8t

Water of RD = 1.020 Depth = 11m C = (11/2) =5.5m

**Pressure =(depth x density)**
= (5.5 x 1.020 ) t/m2

Area =( L X B) =(40 x 11) = 440m2

**Thrust =( P X A)** = (5.5 x 1.020 x 440)
= 2468.4 t

**Thus we can Resultant thrust** =(2908.8 – 2468.4)
= 440.4t

**5. A rectangular lock gate 36m wide and 20m high has FW on one side to a depth of 16m. Find what depth of SW on the other side will equalize the thrust.**

Solution :

Inside the lock gate area =( 36 x 16)m2

**Pressure = depth x density** =(16/2 x 1)
= 8 t/m2