Riyadh Bioremediation Facility
Landscape Performance Benefits
- Treats an average of 92.5 million gallons of urban wastewater per day with a projected treatment capacity of 317 million gallons per day by 2025, the equivalent of 1.5 bathtubs per Riyadh resident each day.
- Removes an average of 33% of phosphorous, 13.5% of nitrogen, 89% of fecal coliforms, 79% of total coliforms, and 94% of total suspended solids from urban wastewater. After treatment, fecal coliform levels in the water are low enough to allow for occasional human contact.
- Maintains a concentration of dissolved oxygen above 6 mg per liter, which is considered sufficient to maintain healthy aquatic environments.
- Supports 15 bird species, 9 fish species, 3 mollusk species, 2 amphibian species, and 3 reptile species as observed on site.
- Generates no offensive odors due to an average dissolved oxygen concentration of 6.54 at the facility’s outlet.
- Saves around $27 million per day, the cost of 253,000 barrels of oil that would be required for desalinization and reduces reliance on seawater as a water source.
At a Glance
Moriyama & Teshima Planners Ltd.
Former Land Use
Riyadh, Ar Riyad 12673
0.56 miles in length
Saudi Arabia’s Riyadh wastewater bioremediation facility is the largest of its kind in the world. The previously derelict site is an integral component of the environmental restoration of the Wadi Hanifah watershed, where large quantities of untreated industrial and urban wastewater had constituted a public health hazard and jeopardized downstream wetland ecosystems. Readily visible from the 2 adjacent highways and civic park, the bioremediation facility promotes environmental awareness and supports ongoing educational programs. It relies on a food-chain-based approach in which primary producers (algae and higher-order plants) and consumer organisms (fish, birds, insects, etc.) break down urban wastewater components. A low-tech, eco-centric infrastructure of bioremediation cells, weirs, pools, riparian planting and complementary features provide the habitat required to support this ecosystem. The treated effluent augments the hydrological regime of the wadi or is recycled to accommodate other urban functions, including a new city-wide river park system.
- The facility is primarily composed of 134 bioremediation cells organized into 3 main groups. These cells are responsible for the bulk of nutrient assimilation. The designed flow rate is approximately 84.8 cu ft per second with a retention time of approximately 31 hours. The biocells currently process an average of 92 million gallons of wastewater per day.
- Stone weirs at the inlet and outlet of each cell, along with pumps and aerating perforated pipes, provide sufficient levels of dissolved oxygen to support the removal of coliform bacteria and create favorable conditions for microbes, fish, and other aquatic organisms that absorb wastewater nutrients.
- Tilapia fish occupy the top of the food chain and control the growth of algae.
- The facility has its own wet laboratory for 24-hour monitoring.
- Educational programs are incorporated into the operation of the facility.
Riyadh’s rapid growth from the 1970s onward dramatically diminished the hydrological regime of the Wadi Hanifah. By the 1980s, the water table had dropped below sustainable levels and desalinated water had to be piped in from the Eastern Province to meet increased consumption in the city. At the same time, the illegal dumping of solid and liquid industrial waste created a significant public health hazard, increased the risk of groundwater contamination, and contributed to the ecological degradation of the river corridor. The new urban wastewater bioremediation facility sought to provide a less costly alternative to a traditional mechanical plant while supplementing the hydrological regime of the wadi and reducing reliance on costly and environmentally-damaging treatment of salt water for recreational purposes.
While the bioremediation facility employs principles that have been applied before, both its size and the hybrid configuration of its natural and constructed features make it the first of its kind in the world. The facility’s design uses oxygenation to reduce concentrations of coliform bacteria colonies and biocells to create favorable habitat conditions for aquatic organisms and fish species that assimilate wastewater nutrients. It also employs complementary naturalized channels to provide continuous bioremediation of toxicants, harmful bacteria, and excess nutrients from urban and rural discharge during dry weather conditions. A monitoring program continually collects water samples at strategic locations, which helps determine the treatment efficiency of individual biocells, groups of cells, and the entire facility.
The bioremediation facility treats urban wastewater by augmenting the naturally-occurring process of nutrient assimilation into higher food chain levels. It incorporates physical components (pools, weirs, riffles, biocells, and an artificial periphyton benthic substrate), mechanical components (a submerged aeration system, 4 pumps, and a large jet fountain), and biological components (producers – algae, zooplankton, and higher plant life – and consumer organisms such as birds, fish and insects).
After collecting at the head pool of the facility, wastewater proceeds through 3 successive groups of 20, 34, and 80 biocells, and then collects into a 20-ft-deep aerating outlet pool before being released back into the wadi. Each biocell group is composed of an inlet channel, biocells, and outlet channels. The submerged aeration system in the inlet channel aggressively mixes the water to reduce blue-green algae propagation and provide the oxygen concentration levels required for the microscopic organisms responsible for consuming organic material and breaking down pathogenic bacteria. Wastewater enters the biocells at their head pool, proceeds through the central marsh channel and vegetated islands at the core of the cells, and meanders through a riffle zone before cascading through the cells’ outflow channel.
Each biocell’s head pool is lined with an artificial periphyton benthic substrate (in essence a synthetic algae-like surface) that provides plant and aquatic habitat and stimulates nutrient assimilation into the bacterial communities that sustain small fish. The central marsh channel, with islands of small shrubs and trees, provides additional aquatic and benthic habitat and supports larger plant species that in turn support larger predators such as herons and kingfishers. The riffle zone further oxygenates water and helps with the denitrification of bottom sediments.
- The rate of sedimentation throughout the facility proved faster than anticipated. This is in part due to improper maintenance during the first years of operation. To compensate, regular diving operations are required to remove accumulated sediment. In retrospect, the facility’s headpool should have been larger, though the area available for the project could have made this impractical. Design modifications are being investigated.
- The aeration pipes in the inlet channels are experiencing rapid calcification due to the hardness of the water and the pumping system employed. Proper dissolution of oxygen requires a thin veil or air bubbles pressure-generated through the pinholes in the pipes. Calcification clogs the pinholes and generates cracks or even failure. As a compensating measure, maintenance blow-out of the system has to be conducted every 2 months or so as opposed to the 6-month frequency originally recommended.
Client: Arriyadh Development Authority, Saudi Arabia
Landscape and Planning Consultants: Moriyama & Teshima Planners Ltd., Canada
Engineering Consultant: Buro Happold, United Kingdom
Wastewater Consultant: Nelson Environmental Inc., Canada
Construction Firm: Badan Agricultural and Contracting Company, Saudi Arabia
Role of the Landscape Architect
The landscape architect served as main liaison with the client and coordinated all phases of the project. Responsibilities included facility design with other project consultants as well as contract documentation management, the supervision of implementation, and the development of operation and maintenance manuals.
Case Study Prepared By
Research Fellow: Jean Trottier, Assistant Professor, Department of Landscape Architecture, University of Manitoba
Research Assistant: Kevin Eidick, MLA Candidate, University of Manitoba
Firm Liaison: Drew Wensley, CEO, Moriyama & Teshima Planners Ltd.