Civil Engineering Reference
In-Depth Information
Table 9 Typical domestic pipe sizing [ 7 ]
Collector area (m 2 )
Flow rate (l/min)
Pipe diameter copper
external (mm)
Pressure (mbar)
2
8.5
120
15
×
1
3
12.5
180
15 × 1
4
17
240
15 × 1
5
21
300
22
×
1
6
25
260
22
×
1
8
33
240
22 × 1
Table 9 shows the recommended pipe sizing for typical domestic systems.
(b) Finding the circuit curve This curve is de
ned as the relationship between the
delivery head (total pressure required for
ow.
Conceptually, any operation regime of the circuit is described by a particular
values set of the operating parameters and corresponds to a particular point on
the circuit curve. In concrete, at the required values of the operating param-
eters the required operation point is corresponding. Entire curve is analytically
described by the following equation:
fluid moving) and the volume
H Ges ¼
H geo þ
H A
ðÞ
Pa
ð
40
Þ
where:
H A ¼ H VL þ H VA
P ðÞ
41 Þ
H VL ¼
R
L
ðÞ
Pa
ð
42
Þ
X f q v 2
2
H VA ¼
ðÞ
Pa
ð
43
Þ
H Ges Delivery head [Pa],
H geo Geodetic pressure difference [Pa],
H A
Pressure loss along the hydraulic circuit [Pa],
H VL
Pipeline pressure loss [Pa],
H VA
Fitting pressure loss [Pa],
R
Pipe friction resistance in Pa/m, given in diagrams like that presented in
Fig. 12 ,
L
Pipe length [m],
f
Resistance coef
c to each element that is placed on the
circuit (be it component of system, device for measuring, control,
protection, or just a
cient, which is speci
fitting). For every element,
this coef
cient
is a
technical feature whose value is given in the product data sheet.
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