Worked Example 3.2

[drquek]

3.4 Worked Example 3.2

To compute the water levels for Q= 22, 44, 88 and 160 m3/s for the Jalan Tun Razak Culvert (3 m wide, 4 m deep, twin box culvert) and another 800 m long twin 3.35 x 3.35 m box culvert further downstream which discharges into Sg. Klang.

Above what Q are the Culverts (JTR and 800 m culvert downstream) flooded?

See Case Study in Appendix A, Section 2.3 (filename: tunrazak.zip)

[teikkah]

AT Q=88 m3/s both JTR and 800m culvert flooded

[lee_onntik3]

When Q=88m3/s or 160m3/s, the both Culverts are flooded.

[dzakir2]

Q = 88m3/s are the culvert flooded

[shahfizan_2]

At Q 88 m3/s

[pklim_73]

at Q=88 M3/S

[saifulmasma2]

Ans q=88m3/s.