Hydraulics Flashcards

1
Q

Hydraulics - the study & ______of
______. Both in _____and at _____

A

Hydraulics - the study & behaviour of
water. Both in motion and at rest

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2
Q

How are the following measured

  • Pressure =
  • Velocity =
  • Flow =
A
  • Pressure = force (newtons) / area (m²)
  • Velocity = speed of water (km/h or m/s)
  • Flow = litres / minute (lpm or l/min)
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3
Q

“_____applied to a confined ____at any point is ______
undiminished throughout the fluid in all ____and acts upon
every part of the _____vessel at ____angles to its interior
surfaces and ____upon equal areas

A

pressure applied to a confined fluid at any point is **transmitted **
undiminished throughout the fluid in all directions and acts upon
every part of the confining vessel at right angles to its interior
surfaces and equally upon equal areas

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4
Q

6 principle characteristics of pressure in liquids
1. Pressure is _______ to any ______on which it acts.
2. Pressure at any ____of a ___at ____is the same _____in
all _______.
3. Pressure applied from ____to a fluid contained in a _____
is transmitted ____in all directions.
4. _____pressure of a fluid in an ______vessel is ________
to its ______.
5. The ______pressure of a fluid in an ______vessel is
_______to the _____of the fluid.
6. The downward pressure of a fluid on the _____of a vessel is
_________of the _______of that vessel.

A

6 principle characteristics of pressure in liquids
1. Pressure is perpendicular to any surface on which it acts.
2. Pressure at any point of a fluid at rest is the same intensity in
all directions.
3. Pressure applied from outside to a fluid contained in a vessel
is transmitted equally in all directions.
4. Downward pressure of a fluid in an open vessel is **proportional **
to its depth.
5. The downward pressure of a fluid in an open vessel is
proportional to the density of the fluid.
6. The downward pressure of a fluid on the bottom of a vessel is
independent of the shape of that vessel.

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5
Q

Which law is this?

A
  1. Pressure is perpendicular to any surface
    on which it acts.
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6
Q

Which law is this

A
  1. Pressure at any point of a fluid at rest is of
    the same intensity in all directions.
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7
Q

Which law is this?

A
  1. Pressure applied from outside to a fluid
    contained in a vessel is transmitted equally
    in all directions.
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8
Q

Which law is this?

A
  1. Downward pressure of a fluid in an open
    vessel is proportional to its depth.
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9
Q

Which law is this?

A
  1. The downward pressure in an open vessel
    is proportional to the density of the fluid.
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10
Q

Which law is this?

A
  1. The downward pressure of a fluid on the
    bottom of a vessel is independent of the shape
    of that vessel.
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11
Q

Characteristics of Pressure
• ___sides
• Position of ____
• Pressure on all ____due to the ____of
the water – _____to those sides
as indicated by the arrows

A

Characteristics of Pressure
Flat sides
• Position of rest
• Pressure on all sides due to the weight of
the water – perpendicular to those sides
as indicated by the arrows

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12
Q

Characteristics of Pressure
• ____or hose
• Insert gauges
• Valve or branch ____
• Water at ____
• Gauges register ____readings
showing the ____pressure at any ____

A

Characteristics of Pressure
Pipe or hose
• Insert gauges
• Valve or branch closed
• Water at rest
• Gauges register identical readings
showing the same pressure at any point

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13
Q

Characteristics of Pressure
• Pressure at the ____is exactly the ____
in the three vessels, providing that the
____of the liquid or ____is the ____in
each case

A

Characteristics of Pressure
• Pressure at the base is exactly the same
in the three vessels, providing that the
depth of the liquid or head is the same in
each case

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14
Q

Water - Characteristics
• At normal atmospheric pressure (___kPa)
– Freezing point – ____
– Boiling point – ____
– ____ ≈ 1kg
– 1 m3 = ____ litres
• Virtually _____
• ______of ______any change in vessel
shape
• Relatively high _____ ______

A

Water - Characteristics
• At normal atmospheric pressure (101 kPa)
– Freezing point – 0o C
– Boiling point – 100o C
1 litre ≈ 1kg
– 1 m3 = 1000 litres
• Virtually incompressible
Incapable of resisting any change in vessel
shape
• Relatively high surface tension

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15
Q

Water - Characteristics
• Water in it’s various forms (salt, fresh, dirty,
drinking) has varying _______.

A

Water - Characteristics
• Water in it’s various forms (salt, fresh, dirty,
drinking) has varying densities.

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16
Q

Atmospheric Pressure
• Atmospheric pressure is the pressure
_____against a _____by the weight of
_____above (Earth’s atmosphere)
• Atmospheric pressure (at mean sea level) = ______kPa

A

Atmospheric Pressure
• Atmospheric pressure is the pressure
exerted against a surface by the weight of
air above (Earth’s atmosphere)
• Atmospheric pressure (at mean sea level) = 101.3 kPa

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17
Q

Practically, 10m lift is not ____, due to:
• ____
•____ ____
•_______ ________> leaks, seals

A

Practically, 10m lift is not achievable, due to:
Altitude
Friction loss
Equipment limitations > leaks, seals

18
Q

To _____water through hose or pipe, work
has to be performed to _____ _____
which is caused by water particles _____
against each other and the _____surface of
the hose or pipe.

_____to carry out this work is obtained from
the difference in _____, or _____, existing
between the two ends of the hose or pipe.

A

To propel water through hose or pipe, work
has to be performed to **overcome friction **
which is caused by water particles **rubbing **
against each other and the interior surface of
the hose or pipe.

Energy to carry out this work is obtained from
the difference in pressure, or head, existing
between the two ends of the hose or pipe.

19
Q

5 Friction Loss Laws

A
  1. Length
  2. Diameter
  3. Velocity
  4. Roughness
  5. Pressure
20
Q

Length

Friction loss varies directly with the length of the pipe.
____the length - _____the friction loss

A

Length

Friction loss varies directly with the length of the pipe.

Double the length - double the friction loss

21
Q

Diameter

For the same ____, friction loss __________ directly
with the _______in diameter.
______diameter –___friction loss –______flow

A

Diameter

For the same velocity, friction loss decreases directly
with the increase in diameter.
Double diameter –1/2 friction loss –Quadruple flow

22
Q

Diameter

  • Diameter _____
  • Surface Area _____
  • Flow ______
  • Friction Loss ______
A

Diameter

  • Diameter doubled
  • Surface Area doubled
  • Flow **quadrupled **
  • Friction Loss **halved **
23
Q

Diameter

To _____friction loss,
always use the ______diameter hose
or pipe that is _______.

A

Diameter

To minimise friction loss,
always use the largest diameter hose
or pipe that is practical.

24
Q

Velocity

Friction loss increases directly as the **square **of the **velocity.
Halve **velocity -1/4
friction loss

A

Velocity

Friction loss increases directly as the square of the velocity.
Halve velocity -1/4 friction loss

25
Roughness Friction loss \_\_\_\_with the \_\_\_ of the internal surface * Friction factor = .005 for \_\_\_\_\_ \_\_\_\_\_hose * Friction factor = .010 for \_\_\_\_\_hose • Friction Factor is a measure of the \_\_\_\_\_of the inside of the pipe or hose (\_\_\_\_\_\_\_\_of friction)
Roughness Friction loss **increases** with the **roughness** of the **internal **surface * Friction factor = .005 for **rubber lined** hose * Friction factor = .010 for **percolating** hose • Friction Factor is a measure of the **roughness** of the **inside** of the pipe or hose (**co-efficient** of friction)
26
Pressure Friction loss, for all practical purposes, is \_\_\_\_\_\_\_\_of pressure
Pressure Friction loss, for all practical purposes, is **independent **of pressure
27
Loss of Pressure Due to Friction Calculation: Formula \> \_\_\_\_\_\_\_\_\_\_ Where: – Pf = pressure loss due to friction (kPa) – f = friction factor (fixed co-efficient 0.005 for rubber lined hose) – l = length of pipe (metres) – v = velocity (metres / second) – d = diameter (millimetres)
Loss of Pressure Due to Friction Calculation: Formula \> **Pf = 2000flv2/d** Where: – Pf = pressure loss due to friction (kPa) – f = friction factor (fixed co-efficient 0.005 for rubber lined hose) – l = length of pipe (metres) – v = velocity (metres / second) – d = diameter (millimetres)
28
Practical Considerations to Reduce Friction Loss * \_\_\_\_the \_\_\_\_hose lines * Use the \_\_\_\_diameter hose available * Reduce the \_\_\_\_between: * \_\_\_\_on the fire-ground * the pump and \_\_\_\_ * Use the best \_\_\_\_ _____ hose available
Practical Considerations to Reduce Friction Loss * **Twin** the **inlet** hose lines * Use the **largest** diameter hose available * Reduce the **distance** between: * **pumps** on the fire-ground * the pump and **branch** * Use the best **smooth bore** hose available
29
Pressure .v. Kinetic Energy \_\_\_\_\_energy is stored in the form of \_\_\_\_\_ – water is \_\_\_\_\_\_. When the water has \_\_\_\_\_this potential energy is \_\_\_\_\_\_\_to \_\_\_\_\_\_energy – movement of water. A \_\_\_\_\_\_of these two energy forms exist at various times through pumping & water supply and \_\_\_\_\_\_\_from one form to the other.
Pressure .v. Kinetic Energy **Potential** energy is stored in the form of **pressure** – water is **stationary**. When the water has **velocity** this potential energy is **converted** to **kinetic** energy – movement of water. A **balance** of these two energy forms exist at various times through pumping & water supply and **transfers** from one form to the other.
30
Velocity is \_\_\_\_\_\_by \_\_\_\_\_\_\_the diameter of the hole the water must pass through.
Velocity is **increased** by **reducing** the diameter of the hole the water must pass through.
31
Branches & Velocity * Water in a hose must \_\_\_\_\_up in order to negotiate a \_\_\_\_\_in diameter. * This narrowing transfers \_\_\_\_\_energy (pressure) to \_\_\_\_\_energy - principle behind nozzles and hose streams. The \_\_\_\_\_the opening, the \_\_\_\_\_the amount of \_\_\_\_\_energy transferred.
Branches & Velocity * Water in a hose must **speed** up in order to negotiate a **reduction** in diameter. * This narrowing transfers **potential** energy (pressure) to **kinetic** energy - principle behind nozzles and hose streams. The **narrower** the opening, the **greater** the amount of **kinetic** energy transferred.
32
Imperial Gallon = ___ litres • 1 US Gallon = ___ litres • kPa = Psi \_\_\_ • Psi = kPa \_\_\_\_
Imperial Gallon = **4.5** litres • 1 US Gallon = **3.8** litres • kPa = Psi **x 7** • Psi = kPa **/ 7**
33
Jet Reaction • When water is \_\_\_\_\_from a branch, a reaction \_\_\_\_\_& \_\_\_\_\_to the force of the \_\_\_\_\_is created. • This is the \_\_\_\_\_energy being \_\_\_\_\_. • Branch \_\_\_\_\_in \_\_\_\_\_direction of flow • Branch person must \_\_\_\_\_\_\_jet reaction
Jet Reaction • When water is **projected** from a branch, a reaction **equal** & **opposite** to the force of the **jet** is created. • This is the **kinetic** energy being **discharged**. • Branch **recoils** in **opposite** direction of flow • Branch person must **overcome** jet reaction
34
• Considerations to reduce jet reaction – On select-o-matic branches, select \_\_\_\_\_lpm – \_\_\_\_\_automatic branches – Change branch \_\_\_\_\_used – Adjust \_\_\_\_\_ \_\_\_\_\_used – \_\_\_\_\_\_pump pressure if possible
• Considerations to reduce jet reaction – On select-o-matic branches, select **lower** lpm – **Gate** automatic branches – Change branch **type** used – Adjust **discharge pattern** used – **Reduce** pump pressure if possible
35
Water Hammer • It is necessary to \_\_\_\_close hydrants, shut-off branches and other valves in order to \_\_\_\_\_ water \_\_\_\_\_which may burst hose and damage \_\_\_\_\_\_, pumps, tanks and water mains
Water Hammer • It is necessary to **slowly** close hydrants, shut-off branches and other valves in order to **avoid** water **hammer** which may burst hose and damage **couplings**, pumps, tanks and water mains
36
Effective Hydraulics Requires the correct selection and use of:
* Water source * Pumps * Hoses * Branches
37
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Water Hammer • When a \_\_\_\_object (water) \_\_\_\_, the \_\_\_\_ required to \_\_\_\_the object \_\_\_\_on the \_\_\_\_ taken. – The shorter the \_\_\_, the \_\_\_\_the \_\_\_\_\_\_\_exerted
Water Hammer • When a **moving** object (water) **stops**, the **force** required to **stop** the object **depends** on the **time** taken. – The shorter the **time**, the **greater** the **force** exerted
40
Water Hammer - Damage • Damage to equipment from large \_\_\_\_\_ involved • Shutting branch \_\_\_\_\_\_ – Hose flexible can \_\_\_\_\_some energy but not all. Weak spot in hose will result in \_\_\_\_\_. – Also can damage \_\_\_\_\_\_ and \_\_\_\_\_. • Rapid closure of pump \_\_\_\_or \_\_\_\_\_\_ itself – Can cause water main to \_\_\_\_\_ – Damage most likely when \_\_\_\_\_diameter main with \_\_\_\_\_\_\_\_flow has been utilised
Water Hammer - Damage • Damage to equipment from large **forces** involved • Shutting branch **rapidly** – Hose flexible can **absorb** some energy but not all. Weak spot in hose will result in **burst**. – Also can damage **couplings** and **pumps**. • Rapid closure of pump **controls** or **hydrant ** itself – Can cause water main to **fracture** – Damage most likely when **small** diameter main with **high** flow has been utilised