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Hydrological Considerations
Since the outburst of Cyclone Phet in June 2010, hydrology
has held a starring role in Omani rural road design. While
wadis in Oman are dry most of the year, sudden floods can be
devastating. Hence the need to convert drainage culverts to
bridges at critical locations.
Our drainage structures had to be dimensioned to deal with
peak floods. The six balanced-cantilever viaducts were thus
dictated by the need to avoid hydrological hazards in their
corresponding wadis.
Bridge Characteristics
The six bridges' span configuration varied according to each
wadi's geometry. However, the main span was kept constant
at 90 m to standardize deck construction (Table 1). Similarly,
the transverse bridge section was kept constant at 17.25 m,
a width that accounted for a 2 m sidewalk, 2.5 m shoulder,
11.25 m carriageway and an inner paved shoulder of 1.5 m
width.
The 90 m main span meant that the deck section has to be
variable. The section is haunched at pier with a depth of 5 m
that decreases to 3 m at mid-span.
Table 1 presents the spans of the bridges. Table 2 presents
the bridges' main construction quantities.
Table 2 - Total Bridge Quantities
Piling
(linear
meter)
Concrete
superstructure
(m
3
)
Concrete
Substructure
(m
3
)
Prestressing
(tons)
Reinforcement
(tons)
Total for
all
bridges
27,360
57,430
69,000
2,582
27,460
Table 1 - Bridge Spans
STATION
SPANS (m)
28+350
60+90+60
29+150
60+90+90+60
29+545
60+90+90+60
30+098
60+60
31+750
60+90+90+90+60
36+600
60+90+90+60
Figure 2 Section 1A - Layout
of the landmark bridges
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