River regulation engineering construction organization design
Project overview This section is the third section of the river training project in the comprehensive environmental improvement project of Xinwei River in * * * * City. Its dividing line is: the downstream is the south side of Guihua Kede Road, the upstream is the south side of Guihua Keli Avenue, and the west side of Luban North Road. The works in this section include: 1. River training works The scope of river training works in this section includes river chainage 0+000~2+100.74 and all sections of the west branch line. 2. The scope of rainwater outlet reconstruction and embedding in this bid section of rainwater outlet reconstruction project includes the existing and planned rainwater outlets on both sides of the river bank within the river channel stake number 0+000~2+100.74 and the west branch line. 3. The scope of water supply pipes in this section of water supply pipeline project is 3+101~5+703. 4. Sightseeing road (flood control road) works The scope of the sightseeing road (flood control road) works in this bid section is from Kede Road to Keli Avenue, and the roads include sections C, D, F, G, H and I. Section C, D, F, G, H and I of flood control and rescue road section III is 5m wide, and the single width road cross section layout is adopted: 4m (roadway)+2 × 0.5m (shoulder), the road length is 4707.006m, and the pavement is cement concrete pavement. The road crown adopts one-way cross slope, the roadway is 2%, the hard shoulder is 2%, and the slope is toward the outside of the river. The design contents include: road works and structural works. CK0+520.173 canal crossing structure is a canal crossing structure on the flood control emergency road of Xinwei River Environmental Comprehensive Treatment Project in Nanning. The structure is located on section C of the emergency road. The starting pile number of the structure is CK0+508.869, and the ending pile number is CK0+531.477. The total length of the structure is 22.608m. The structure is 5.5 m wide, and the horizontal layout is 0.25 m (anti-collision wall area)+5.0 m (roadway)+0.25 m (anti-collision wall area). The superstructure adopts a 9m reinforced concrete simply supported hollow slab with a total length of 15.8m. The substructure of canal crossing structure is reinforced concrete gravity platform, and the foundation is expanded foundation. 5. The 0+200 silt barrier project of the west branch line is set at the 0+200 stake mark in the center of the west branch line of the river channel to intercept the floating objects carried by the flood in the flood season. The trash dam is located at the north entrance section in the middle and north of the river channel, with a length of about 45m. It is mainly used to block silt and floating objects. The face of the trash dam is of hump weir type, and the bottom plate is of reinforced concrete structure. The upstream of the trash dam is equipped with a mortar rubble grit chamber and a blanket, and the downstream is equipped with a mortar rubble blanket. The bearing capacity of the main foundation of the trash dam is good and no treatment is required.