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>> Muhammad bin Ramlan
   AN ALGAL BIOMASS PREDICTION MODEL
       Introduction
       Nutrient Cycling
       The Nitrogen Cycle
       Phosphorus Cycle
       Silica Cycle
       Summary of Nutrient Cycles
   Simulation Method
       Introduction
       Numerical Accuracy
       Traditional Approach
       Backtracking Approach
       Model Uncertainty
   AN ALGAL BIOMASS PREDICTION MODEL
       Introduction
       Nutrient Cycling
       The Nitrogen Cycle
       Phosphorus Cycle
       Silica Cycle
       Summary of Nutrient Cycles
   Simulation Method
       Introduction
       Numerical Accuracy
       Traditional Approach
       Backtracking Approach
       Model Uncertainty
Simulation model: DELWAQ-BLOOM



This model is used to predict algae growth
and mortality, oxygen concentrations and
nutrient dynamics


This model process can be grouped into:
nutrient cycling, algae modeling, and oxygen-
related process.
The DELWAQ-BLOOM model
assumes that algae consumes
ammonia and nitrate in the
water column.

Optionally the model
includes algae species with
the ability to take up atomic
nitrogen and detritus.
Two important
The nitrogen cycle
                              reaction in the
consider the water-
                              nitrogen nutrient
column components
                              cycle
• e.g. ammonia, nitrite and   • Nitrification and
  nitrate, algae, suspended     denitrification
  detritus and suspended
  (non-dertitus) organic      • nitrification (production
  nitrogen.                     of nitrate in system) and
                                denitrification (nitrate
                                is removed from the
                                system).
                              • These reaction affect the
                                flux of ammonia and
                                nitrate in the water
                                column.
A simplified     The specified
version of the   reaction of
nitrogen cycle   this cycle is
                 the
                 absorption /
                 desorption of
                 particulate
                 inorganic
                 phosphorus
A simplified     The specified
version of the   reaction of
nitrogen cycle   this cycle is
                 there is no
                 absorption of
                 silica to
                 inorganic
                 suspended
                 solids.
The nutrient cycle just described are
based on the assumption that nutrients
 can be recycled an infinite number of
times without any loses other than due
  to transport, chemical absorption,
       denitrification and burial.
   AN ALGAL BIOMASS PREDICTION MODEL
       Introduction
       Nutrient Cycling
       The Nitrogen Cycle
       Phosphorus Cycle
       Silica Cycle
       Summary of Nutrient Cycles
   SIMULATION METHOD
       Introduction
       Numerical Accuracy
       Traditional Approach
       Backtracking Approach
       Model Uncertainty
Numerical
                Accuracy




               Simulation
Backtracking
                Method –
 Approach        water
                 quality    Traditional
                 models      Approach
Water quality simulation
      models based on
  physical, biological and
chemical processes typically
include time rate of change
      terms as dC/dt.
Most water quality        Time is divided into discrete
simulation models simulate      intervals and the flows are
 quality over a consecutive      assumed constant within
   series of discrete time       each of those time period
           periods.                      intervals.


                                    At the end of each
 Each water body is divided    period, mixing occurs within
  into segments or volume        each segment or volume
  elements, and these are         element to obtain the
 considered to be in steady        concentrations in the
state conditions within each   segment or volume element
   simulation time period.     at the beginning of the next
                                        time step.
Backtracking approach eliminates the need to
consider the simulation time-step duration
restriction. The backtracking approach permits
any simulation time-step duration to be used
along with any segmenting scheme.
   Unlike the traditional approach, water can
   travel through any number of successive
   segments or volume elements in each
   simulation time step.

Instead of following the water in a segment or
volume element downstream, the system tracks
back upstream to find the source concentration
of the contaminants.
THANK YOU

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KA6954 P57600 Chapter 12

  • 2. AN ALGAL BIOMASS PREDICTION MODEL  Introduction  Nutrient Cycling  The Nitrogen Cycle  Phosphorus Cycle  Silica Cycle  Summary of Nutrient Cycles  Simulation Method  Introduction  Numerical Accuracy  Traditional Approach  Backtracking Approach  Model Uncertainty
  • 3. AN ALGAL BIOMASS PREDICTION MODEL  Introduction  Nutrient Cycling  The Nitrogen Cycle  Phosphorus Cycle  Silica Cycle  Summary of Nutrient Cycles  Simulation Method  Introduction  Numerical Accuracy  Traditional Approach  Backtracking Approach  Model Uncertainty
  • 4. Simulation model: DELWAQ-BLOOM This model is used to predict algae growth and mortality, oxygen concentrations and nutrient dynamics This model process can be grouped into: nutrient cycling, algae modeling, and oxygen- related process.
  • 5. The DELWAQ-BLOOM model assumes that algae consumes ammonia and nitrate in the water column. Optionally the model includes algae species with the ability to take up atomic nitrogen and detritus.
  • 6. Two important The nitrogen cycle reaction in the consider the water- nitrogen nutrient column components cycle • e.g. ammonia, nitrite and • Nitrification and nitrate, algae, suspended denitrification detritus and suspended (non-dertitus) organic • nitrification (production nitrogen. of nitrate in system) and denitrification (nitrate is removed from the system). • These reaction affect the flux of ammonia and nitrate in the water column.
  • 7. A simplified The specified version of the reaction of nitrogen cycle this cycle is the absorption / desorption of particulate inorganic phosphorus
  • 8. A simplified The specified version of the reaction of nitrogen cycle this cycle is there is no absorption of silica to inorganic suspended solids.
  • 9. The nutrient cycle just described are based on the assumption that nutrients can be recycled an infinite number of times without any loses other than due to transport, chemical absorption, denitrification and burial.
  • 10. AN ALGAL BIOMASS PREDICTION MODEL  Introduction  Nutrient Cycling  The Nitrogen Cycle  Phosphorus Cycle  Silica Cycle  Summary of Nutrient Cycles  SIMULATION METHOD  Introduction  Numerical Accuracy  Traditional Approach  Backtracking Approach  Model Uncertainty
  • 11. Numerical Accuracy Simulation Backtracking Method – Approach water quality Traditional models Approach
  • 12. Water quality simulation models based on physical, biological and chemical processes typically include time rate of change terms as dC/dt.
  • 13. Most water quality Time is divided into discrete simulation models simulate intervals and the flows are quality over a consecutive assumed constant within series of discrete time each of those time period periods. intervals. At the end of each Each water body is divided period, mixing occurs within into segments or volume each segment or volume elements, and these are element to obtain the considered to be in steady concentrations in the state conditions within each segment or volume element simulation time period. at the beginning of the next time step.
  • 14. Backtracking approach eliminates the need to consider the simulation time-step duration restriction. The backtracking approach permits any simulation time-step duration to be used along with any segmenting scheme. Unlike the traditional approach, water can travel through any number of successive segments or volume elements in each simulation time step. Instead of following the water in a segment or volume element downstream, the system tracks back upstream to find the source concentration of the contaminants.