Surface Drainage Hydraulics

Description of Study Area

The study area, having an area of 48.8 acres, is primarily an undeveloped parcel of land that has coarse loamy soil and depressions located in vegetative areas. All the streets in general follow the natural slope, and the adjacent areas to Queen and Lopez Streets are located at lower elevations comparatively. However, the residential lots are graded toward the street at a slope of 2% so they can drain easily. The study site drains through a subsurface pipe network at the confluence of Queen Street and Edwards Street to the north of the site. This confluence node denoted as O1, is the pour point or outfall of the study catchment area. Figure 2.1 shows a schematic of the drainage area and conveyance network with their contributory subcatchments. The network object summary has been listed in Table 2.2.

Figure 2.1: Conveyance Network and Subcatchment Layout
Figure 2.1 : Conveyance Network and Subcatchment Layout


Table 2.2: Network Object Summary

Item

Quantity

Remarks

Rain Gage

1

Assigned to all subcatchments.

Subcatchments

16


Junctions

22


Conduits

22

2 open channels with irregular cross section and 20 circular pipes. Conduits have a dendritic layout.

Outfalls

1