Analysis of the environmental flow requirement incorporating the effective discharge concept

2010 ◽  
pp. 1165-1170
Keyword(s):  
Environmental Flow ◽  
Effective Discharge ◽  
Flow Requirement

scholarly journals Quantification of Environmental Flow Requirement for some Rivers in West Java

2020 ◽  
Vol 148 ◽  
pp. 07003
Author(s):  
Waluyo Hatmoko ◽  
Levina ◽  
Radhika ◽  
Amirwandi ◽  
Rendy
Keyword(s):  
Water Conservation ◽  
Environmental Flow ◽  
Dry Season ◽  
Mean Flow ◽  
West Java ◽  
Food And Agriculture ◽  
Food And Agriculture Organization ◽  
Tennant Method ◽  
The Mean ◽  
Flow Requirement

Sustainable Development Goal (SDG). Water management is making a balance between water for livelihood and water as a resource. Environmental Flow Requirement (EFR) is water conservation, on the side of the water for livelihood, to sustain the river ecosystem. In Indonesia, the common quantification of EFR is dependable flow Q95%. However, there are alternative quantities: a) Guideline of irrigation states that 5% from the available water in the river is for environmental purposes; b) Adoption of the Tennant Method of using 10% of the mean flow; and recently Food and Agriculture Organization (FAO) in the framework of SDG proposed that in Java Island the EFR is from 40% to 50% of the mean annual flow. This paper discusses several ways of quantification of the EFR in Indonesia, and apply the different EFR quantities to Citarum, Cimanuk, and Cimandiri Rivers in West Java. It is concluded that EFR quantity according to FAO that might be suitable for the rivers in the pristine catchments in the southern part of West Java is too high for the rivers in the northern part of West Java which is heavily populated and maturely developed. Furthermore, the dependable flow of Q95% is found to be close to the quantity of FAO, but in the dry season, Q95% is more suitable. It is recommended using a modified FAO that combine with Q95% during the dry season.

Assessment of environmental flow requirement effects at an estuary

2013 ◽  
Vol 166 (8) ◽  
pp. 411-421 ◽  
Author(s):  
Seyed Ehsan Fatemi ◽  
Freydon Vafaie ◽  
Hans Bressers
Keyword(s):  
Environmental Flow ◽  
Flow Requirement

scholarly journals Application of a hydrological method for determining monthly environmental flow in Code River, Indonesia

2021 ◽  
Vol 933 (1) ◽  
pp. 012015
Author(s):  
Adam Rus Nugroho
Keyword(s):  
Temporal Variability ◽  
Environmental Flow ◽  
Dry Season ◽  
Habitat Conditions ◽  
Wet Season ◽  
Riverine Ecosystem ◽  
Tennant Method ◽  
Flow Requirement

Abstract The declining groundwater in Yogyakarta could potentially affect the Code River baseflow, thus lowering the river streamflow. Consequently, the riverine ecosystem would suffer from a low quantity of streamflow. The quantity standard of streamflow can be determined by calculating the environmental flow. In this study, the environmental flow requirement (EFR) for the Code River is determined by applying an enhanced version of the most-used hydrological method, namely the Modified Tennant Method based on Multilevel Habitat Conditions III (MTMMHC-III). The EFR in the Code River could be calculated successfully by the MTMMHC-III with a satisfactory temporal variability. The EFRs are the lowest during July to October in the normal years, July to September in the wet years, and July to December in the dry years. The EFRs are highest during January to April in the normal and dry years and January to May in the wet years. However, the EFR might become too low in the dry years, especially from the beginning of the dry season (May) until the early wet season (December), with only 4-11% of the average annual flow. Ultimately, the MTMMHC-III method is a better hydrological method than the original Tennant Method and Q95 method.

scholarly journals Quantification of Environmental Flow Requirement of the Khun Dan Prakan Chon Dam Using Hydrological-Hydraulic-Habitat Simulation Methods

2018 ◽  
pp. 76-90
Author(s):  
Penpicha Nakvachara ◽  
Areeya Rittima ◽  
Yutthana Talaluxmana
Keyword(s):  
Aquatic Organisms ◽  
Environmental Flow ◽  
Habitat Conservation ◽  
Low Flow ◽  
Physical Habitat ◽  
Flow Rates ◽  
Habitat Simulation ◽  
Water Resources Projects ◽  
Naturalized Flow ◽  
Flow Requirement

With increased water demand, reservoir operation has become more complex with the need to quantify the exact amount of water needed for each demand sector. The environmental flow requirement, also known as instream flow is regarded as the first-prioritized objective of the multipurpose water resources projects in Thailand. The capability of reservoirs in Thailand to allocate water for environmental needs depends on available supply, strategies and operating policy. Therefore, this study aims to assess the environmental flow requirements of Khun Dan PrakanChon Dam using three methods; 1) the hydrological method (Tennant, Tessmann, 7Q10, FDC, and VMF), 2) hydraulic method (R2CROSS and wetted perimeter) and 3) habitat simu-lationmethod, using the PHABSIM model for physical habitat simulation of aquatic organisms in the Nakhon Nayok River. The hydrological approach was performed under the historically-naturalized flow data of the NY.1B station and established hydrologic flow regime during low flow and high flow months. The environmental flow rates obtained from two hydraulic methods were based upon field observations at the NY.1B station significantly. However, the biological conditions and interactions of aquatic organisms in the river were not principally characterized in hydrologic and hydraulic approaches. In addition, the estimated results performed by habitat simulation model gave an additional meaning of ecological flow needs mainly for aquatic habitat conservation in the river. By integrating the conditions of hydrologic and hydraulic flow regimes as well as the habitat conservation objectives, environmental flow rates of 8-10 cm were recommended to determine the downstream release of Khun Dan Prakan Chon Dam; these recommendations were very close to those derived using the Tessmann, 7Q10 and PHABSIM methods-Tennant and flow duration curve methods.

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