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Abstract and Introduction:

Wet detention ponds are likely the most not unusual control practice for the control of storm water runoff first-rate. If nicely designed, constructed, and maintained, there may be very effective in controlling a huge range of pollution and top runoff glide prices. There might be greater information concerning the design and overall performance of detention ponds within the literature than for another storm water manipulate device. Wet detention ponds are a very strong method for lowering storm water pollution.

They commonly show full-size pollutant reductions as long as some design-related attributes are met.

Many information was to be had to beautify performance, and safety, that should be accompanied. Many techniques are accountable for the pollutant removals discovered in wet detention ponds. The sedimentation is the maximum massive elimination mechanism. However, biological and chemical processes also can contribute vital pollutant reductions. The full-size use of aquatic flowers, can provide additional pollutant removals. Wet detention ponds also are suitable for enhancement with chemical and anterior approaches.

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The one-of-a-kind procedures can be used for the hydrologic layout of food control detention ponds that service urban catchments, design storm technique, non-stop simulation technique and analytical probabilistic method. in this look at, the three processes had been in comparison for the first time using a hypothetical catchment. whilst all three strategies can generate similar effects, the consequences from the layout hurricane method have been shown to vary by using forty% to 50% depending on the selection of fashions and layout storms. An appreciation of this degree of version of the effects and the improvement of methods for the discount of this change are advocated for higher utility of the layout storm method.

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The effects offered on this paper similarly confirm the suitability of the analytical probabilistic approach for the hydrologic design of urban food control detention ponds. Detention ponds are basins that are designed to keep runoff from the encompassing region until it infiltrates into the floor. In sure soil and weather conditions, detention ponds can be changed to behave in addition as low impact development systems wherein it would be designed to hold a part of the runoff, further to the water great advantages and the peak float reduction.

An ISCO glide meter was used to measure the overflow and perforated pipe glide and samples have been gathered with automated sampler. The hole for the rain garden acts as one of the inlets for a detention pond built on campus, making the rain garden a pre-remedy for the detention pond BMP. The structure and placement of the float meter that measures the combined outflow creates turbulence and guarantees good enough blending before the runoff is accrued by way of the automated samplers.

The detention pond became designed to retained one. The runoff that accumulate influx/outflow and water fine facts. The pond was designed to resemble a meandering river with two influx factors, planted with related plants to lessen erosion as well as act as clear out strips, to serve as an illustration device for stream recovery. The width to length ratio became additionally taken into consideration to maximize sediment retention and nutrient uptake. The detention pond has two inlet points, and maximum of the impervious a part of the runoff changed into routed to the pond thru the two inlet flumes. One of the inlets of the detention pond is the opening of the rain lawn BMP.

Stormwater detentionis a not unusual strategy against flooding in our region. Detention pond can be discovered in neighborhoods, parks, and open spaces and range in size and look. Linear detention basins are lightly sloped areas along the channel which can be typically empty of water. during a significant rainfall event, they fill and store the excess stormwater until it can naturally drain off, helping lessen flooding in streets and homes. as soon as built and integrated into the encircling belongings, linear detention basins exist largely not noted as flood reduction components and alternatively truly resemble a grassy, sloped feature of the landscape.

A riser is an outflow form used at the side of a detention basin for the motive of retaining a given quantity of drift released from the detention basin to a circulate or hurricane sewer tool. Drainage holes positioned along the peak of the riser hook up with a drain under the detention basin that has an outlet to a flow or typhoon drain. at the same time as the water level within the detention basin reaches the height of the access holes of the riser, the water enters the holes and flows into the drainage pipe for launch from the basin. beaten stone placed close to the hole factor absorbs the power of the water being released from the riser, which permits lower runoff pace and keep the proper charge of runoff to the circulate or hurricane sewer.

Outflow Structure Works How a Riser Outflow Structure Works:

A riser is an outflow shape used along with a detention basin for the cause of maintaining a given quantity of flow released from the detention basin to a circulate or storm sewer device. Drainage holes positioned along the height of the riser connect with a drain under the detention basin that has an outlet to a move or storm drain. whilst the water stage in the detention basin reaches the peak of the entry holes of the riser, the water enters the holes and flows into the drainage pipe for launch from the basin. overwhelmed stone placed close to the outlet point absorbs the power of the water being launched from the riser, which allows lower runoff pace and hold an appropriate rate of runoff to the circulate or hurricane sewer.


On-site detention (OSD) facilities, OSD may be provided as above-ground storages, below-ground storages, or a combination of both within a property boundary. Above-ground storages typically are located in lawns / gardens, car parking/ driveway areas, rooftop and tank. Below-ground storages can be tanks and pipe packages. The main advantages of above-ground storages are that they can generally be incorporated into the site by slight modification to the design of surface features and are relatively inexpensive compared to below-ground storages. Safety features such as sign board and fencing must be incorporated in the design of above-ground storage to prevent drowning, particularly of children and senior citizen. Below-ground storages however, are out of sight, occupy minimum land space. OSD facilities are designed to be dry most of the time, unless integrated with rainwater harvesting.

Requirement of OSD:

For the development area less than 0.1 ha, the individual OSD facilities is recommended meanwhile for the area more than 0.1 ha, the community OSD need to be provided.

Drainage System:

The stormwater drainage system including gutters, pipes, open drains, and overland flow paths for the site must meet the followings:

  • Able to convey all runoff to the OSD storage whenever possible
  • Ensure that the OSD storage is bypassed by all runoff from neighbouring properties and any part of the site not being directed to the OSD storage facility.

The outlet from the OSD facility must be designed to ensure that outflow discharges:

  • Do not cause adverse effect on downstream properties by concentrating flow.
  • Can be achieved with low maintenance.

Multiple Storages:

Sometimes OSD storages need to be designed as multiple unit with the separate parts of a property draining to each storage defined. When establishing the catchments draining to each storage, it is important to remember that all flows from the site, up to and including the storage design storm ARI, need to be directed to the storage. In addition to the property drainage system, surface grading will need to be checked to ensure that surface flows and overflows from roof gutlers, pipes, and open drains are directed to the appropriate OSD storage.

The outlet pipe from a storage needs to be connected downstream the primary outlet structure of any other structure. Storage should act independently of each other and not be connected in series.

Flood Levels:

The site drainages system must ensure that:

  • All habitable floor levels for new and existing dwellings are a minimum of 200 mm above the storage maximum water surface level for the storage design storm ARI.
  • Garage floor levels are a minimum of 100 mm above the storage maximum water surface level.

A similar freeboard should be provided for flow paths adjacent to habitable building and garages.


The designer should not try to ensure that OSD storages and discharge control structures blend in with the surrounding environment and enhance the overall aesthetic view of the site.


It is essential that current and future property owners are aware of the purpose of the OSD storage facility provided should be securely fixed at a pertinent and clearly visible location stating the intent of the facility. An example of Typical OSD Advisory Sign, (UPRCT, 1999).

Open Storage:

Typical open storage recommends their allowable ponding depths. This will allow the designer maximum flexibility when integrating the storage into the site layout. Landscaped areas offer a wide range of possibilities for providing above-ground storage and can enhance the aesthetics of a site. The minimum design requirement for storage systems provided in landscaped areas are:

  • Storage volume provided shall be 20 % more than the calculated volumes to compensate for construction inaccuracies and the inevitable loss of storage due to vegetation growth over time.
  • The minimum ground surface slope shall be 2 % to promote free surface drainage and minimize the possibilities of ponding.
  • Side slopes should be maximum of 4:1 where possible. If steep or vertical sides are unavoidable, due to consideration should be given to safety aspects, such as the need for fencing, when the storage is full and empty.

Car parks, driveways, storage yards, and other paved surfaces may be used for storm water detention. The minimum design requirements for storage system provided in impervious areas shall be as follows:

  • To avoid damage to vehicles, depths of ponding on driveways and car parks shall not be exceed the limits recommended under condition.
  • Transverse paving slope within storages areas shall not less than 0.7%.

Closed Storage:

Closed storage is in the tank and is located either above or below ground.

Above – ground tank:

Above-ground tanks may be used solely for on-site detention, or utilized combination with storage provided for rainwater harvested. It provided a detention volume of runoff from building top roofs only. If a combined system provided, the rainwater harvesting storage volume cannot be relied upon or the detention purpose as this portion may be full or partly full at the onset of rain and therefore ineffective for detention. The storage volume that is required for on-site detention must, therefore, be in addition to the storage volume provided for rainwater harvesting.

Below – ground tank:

Similarly, below-ground tank may be used for OSD only, or utilized in combination with storage provided for rainwater harvesting. When preparing a design for below-ground storage, designers should be aware of any statutory requirement for working in confined space. Access should not be provided to allow routine inspection and maintenance. The safety aspect of access should be considered he design.

Storage tank Characteristics:

Typical storage tanks are either circular or rectangular in plan and / cross section but their structural nature, can be configured into almost any geometric plan shape. For below ground tank the configuration is largely determined by site conditions. For instance, the vertical fall in the storm water system will determine if the storage n be drained by gravity or if pumping will be required.

Scope of Study:

The reason of this file is to record the modeling technique used to simulate flows from detention basins with distinct launch rates. Modeling processes for specifying release prices from detention basins with an orifice and weir discharge configuration are mentioned. To facilitate future detention modeling as a tool for watershed management, a chart relating watershed impervious place to detention quantity is presented. The file also affords a case study of Kawasan Industri Kuala Ketil, 09300 Kuala Ketil, Baling, Kedah Darul Aman, a rapidly urbanizing vicinity looking for to avoid future flood damages from improved urbanization, to illustrate the outcomes of diverse release costs on flood peaks and volumes, and the flood frequencies.

Problem StatementOne of the issues that lead in the direction of first-class of water inside the OSD pond is where the permeable soil is changed by way of impermeable surfaces which include roads, roofs, parking plenty, and sidewalks, keep little water, reduce infiltration of water into the floor, and boost up polluted runoff to ditches and streams. Furthermore, stormwater washing throughout streets pick out up spilled oil, solvents, pesticides and excessive chemical contents from the commercial activities and this could have affected the water excellent of the OSD pond.


The objectives of the study are;

  • To study the water treatment potential of OSD pond.
  • To study the validation graph between seasons. (during floods and dry season)
  • To study the water quality parameter of the OSD pond. This including all the water quality parameter in calculating Water Quality Index (WQI).

Cite this page

Water Pollution Problem. (2019, Nov 25). Retrieved from

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