Parking Lot Drainage Calculations

0 35 x 1 5 x 900 96 23 4 91 gpm.

Parking lot drainage calculations.

The calculator assumes that the infiltration rate from the basin is the same as for site s native soil. Multiply across each row. A particular pipe size on a given grade will only carry a certain amount of water. Sizes the piping needed on the acreage to be drained.

Checks the capacity of drain tile on existing drainage systems. Parking lots with grades flatter than 0 4 percent are subject to ponding and are candidates for installing underground storm sewers. 1 00 x 1 5 x 500 96 23 7 79 gallons per minute. Drainage area size.

524 爀刀椀猀攀爀 匀椀稀攀㨀 㠀 屲horizontal drainage piping 爀瀀椀瀀攀 䀀 㨀 㠀 屲pipe 2. Thanks to the services that well constructed parking lots provide businesses can strive for goals while giving vehicular access to employees and customers without the added obstacle and stress that poorly designed parking facilities tend to cause. Notice that even though the grass area is nearly 2x that of the roof the roof runoff is nearly 2x that of the grass area. To achieve adequate drainage a slope between 2 and 5 is recommended for paved surfaces in a parking lot.

The units on peak runoff rate q are actually acre in hr but the conversion from acre in hr to cfs is very nearly one so the more common unit cfs is tyically used for q. The runoff for the grass portion of drainage zone a is. 104th parking garage 1 plumbing plan underground plumbing finished floor 100 0 underground storm drain horizontal draining piping sizing 爀刀愀椀渀昀愀氀氀 刀愀琀攀㨀 㐀 栀 gpm. The runoff q for the roof area in drainage zone a is.

The steeper the grade of the installed pipe the more water it will carry. The equation that is the centerpiece of the rational method is. Drainage area a 29 940 ft2 available space. A minimum slope of 0 4 percent 0 004 ft ft shall be used for the paved surfaces.

Q cia where q is the peak surface runoff rate in cfs from a watershed of area a acres and runoff coefficient c due to a storm of intensity i in hr. A six step guide to parking lot design access to quality parking is one of the foundational needs of commercial america. Water is probably the greatest cause of distress in a paved structure. The prinsco drainage calculator estimates the capacity of tile drainage systems.

Space is available under the pavement and at the perimeter of the parking area select level 1 permeable pavement discharging to a conservation area with partial a b and c d soils located. Desirable gutter grades should not be less than 0 5 percent 0 005 ft ft for curbed pavements with an absolute minimum of 0 3 percent. Surface drainage for a parking lot consists of slopes gutters and inlets. The rational method equation.

See user guide for more information.