You are designing a water storage system for the town of Tolmin, Slovenia that comprises three reservoirs as shown in schematic bird's eye view below. The water elevations of the three reservoirs are as follows: z(R1) = 250 m, z(R2) = 230 m, and z(R3) = 220 m. The elevation of node J5, where the 3 pipes converge is z(J5) = 200 m. Tolmin Castle Kozlow rob ozlov rob R1 "P2" brezplačno parkirišče za.. Apartma Gaja Dom upokojencev Podbrdo, Enota Tolmim Zaga Sorli Sorli Roman sp 222 Žabče R2 Cerkev J5 Mercator Supermarket Tolmin Thin Pizzeria Soa 202 (Tolmi šće Tolmin a umrle v HOFER Mest 102 Tolminski muzej Tolminka Kamp Siber Tolmin Center šolskih in obšolskih deja nosti Faronika Ribogojnica Soba R3 in prodaja postrvi Tolmin Punk Rock Holiday Sotočje Toln Node J5 is supposed to store/pass enough water to provide for the water demands of the town network; this network will be analyzed in Problem 2. The flowrate that needs to be available at node J5 is 120 l/s. This means that at J5, ΣQ = 120 l/s. Ignore minor losses and do not update friction factors after each iteration. The characteristics of the three pipes are in the table below: PIPE # R1-J5 R2-J5 R3-J5 Diameter (mm) 350 200 200 Length (m) 500 Roughness, ε (mm) 1 900 1 1675 1 a) Perform a maximum of 3 iterations and calculate the flowrates going through this system and the head at node J5. You will need this head for Problem 2. b) Perform all appropriate calculations manually and draw the HGL and EGL curves for pipe R1-J5.
You are designing a water storage system for the town of Tolmin, Slovenia that comprises three reservoirs as shown in schematic bird's eye view below. The water elevations of the three reservoirs are as follows: z(R1) = 250 m, z(R2) = 230 m, and z(R3) = 220 m. The elevation of node J5, where the 3 pipes converge is z(J5) = 200 m. Tolmin Castle Kozlow rob ozlov rob R1 "P2" brezplačno parkirišče za.. Apartma Gaja Dom upokojencev Podbrdo, Enota Tolmim Zaga Sorli Sorli Roman sp 222 Žabče R2 Cerkev J5 Mercator Supermarket Tolmin Thin Pizzeria Soa 202 (Tolmi šće Tolmin a umrle v HOFER Mest 102 Tolminski muzej Tolminka Kamp Siber Tolmin Center šolskih in obšolskih deja nosti Faronika Ribogojnica Soba R3 in prodaja postrvi Tolmin Punk Rock Holiday Sotočje Toln Node J5 is supposed to store/pass enough water to provide for the water demands of the town network; this network will be analyzed in Problem 2. The flowrate that needs to be available at node J5 is 120 l/s. This means that at J5, ΣQ = 120 l/s. Ignore minor losses and do not update friction factors after each iteration. The characteristics of the three pipes are in the table below: PIPE # R1-J5 R2-J5 R3-J5 Diameter (mm) 350 200 200 Length (m) 500 Roughness, ε (mm) 1 900 1 1675 1 a) Perform a maximum of 3 iterations and calculate the flowrates going through this system and the head at node J5. You will need this head for Problem 2. b) Perform all appropriate calculations manually and draw the HGL and EGL curves for pipe R1-J5.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:You are designing a water storage system for the town of Tolmin, Slovenia that
comprises three reservoirs as shown in schematic bird's eye view below. The water
elevations of the three reservoirs are as follows: z(R1) = 250 m, z(R2) = 230 m, and z(R3)
= 220 m. The elevation of node J5, where the 3 pipes converge is z(J5) = 200 m.
Tolmin Castle Kozlow rob
ozlov rob
R1
"P2" brezplačno
parkirišče za..
Apartma Gaja
Dom upokojencev
Podbrdo, Enota Tolmim
Zaga Sorli
Sorli Roman sp
222
Žabče
R2
Cerkev
J5
Mercator
Supermarket Tolmin
Thin
Pizzeria Soa
202 (Tolmi
šće Tolmin
a umrle v
HOFER
Mest
102
Tolminski muzej
Tolminka
Kamp Siber Tolmin
Center šolskih in
obšolskih deja nosti
Faronika Ribogojnica
Soba
R3
in prodaja postrvi
Tolmin
Punk Rock Holiday
Sotočje Toln
Node J5 is supposed to store/pass enough water to provide for the water demands of
the town network; this network will be analyzed in Problem 2. The flowrate that needs
to be available at node J5 is 120 l/s. This means that at J5, ΣQ = 120 l/s.
Ignore minor losses and do not update friction factors after each iteration.
The characteristics of the three pipes are in the table below:
PIPE #
R1-J5
R2-J5
R3-J5
Diameter (mm)
350
200
200
Length (m)
500
Roughness, ε (mm) 1
900
1
1675
1
a) Perform a maximum of 3 iterations and calculate the flowrates going through this
system and the head at node J5. You will need this head for Problem 2.
b) Perform all appropriate calculations manually and draw the HGL and EGL curves for
pipe R1-J5.
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