Clarifier¶
QSDsan: Quantitative Sustainable Design for sanitation and resource recovery systems
This module is developed by:
Joy Zhang <joycheung1994@gmail.com>
Yalin Li <mailto.yalin.li@gmail.com>
This module is under the University of Illinois/NCSA Open Source License. Please refer to https://github.com/QSD-Group/QSDsan/blob/main/LICENSE.txt for license details.
- class qsdsan.sanunits._clarifier.FlatBottomCircularClarifier(ID='', ins: Sequence[AbstractStream] | None = None, outs: Sequence[AbstractStream] | None = (), thermo=None, init_with='WasteStream', underflow=2000, wastage=385, surface_area=1500, height=4, N_layer=10, feed_layer=4, X_threshold=3000, v_max=474, v_max_practical=250, rh=0.000576, rp=0.00286, fns=0.00228, isdynamic=True, **kwargs)¶
A flat-bottom circular clarifier with a simple 1-dimensional N-layer settling model. [1]
- Parameters:
ID (str) – ID for the clarifier. The default is ‘’.
ins (
WasteStream
) – Influent to the clarifier. Expected number of influent is 1.outs (
WasteStream
) – Treated effluent and sludge.underflow (float, optional) – Designed recycling sludge flowrate (RAS), in [m^3/d]. The default is 2000.
wastage (float, optional) – Designed wasted sludge flowrate (WAS), in [m^3/d]. The default is 385.
surface_area (float, optional) – Surface area of the clarifier, in [m^2]. The default is 1500.
height (float, optional) – Height of the clarifier, in [m]. The default is 4.
N_layer (int, optional) – The number of layers to model settling. The default is 10.
feed_layer (int, optional) – The feed layer counting from top to bottom. The default is 4.
X_threshold (float, optional) – Threshold suspended solid concentration, in [g/m^3]. The default is 3000.
v_max (float, optional) – Maximum theoretical (i.e. Vesilind) settling velocity, in [m/d]. The default is 474.
v_max_practical (float, optional) – Maximum practical settling velocity, in [m/d]. The default is 250.
rh (float, optional) – Hindered zone settling parameter in the double-exponential settling velocity function, in [m^3/g]. The default is 5.76e-4.
rp (float, optional) – Flocculant zone settling parameter in the double-exponential settling velocity function, in [m^3/g]. The default is 2.86e-3.
fns (float, optional) – Non-settleable fraction of the suspended solids, dimensionless. Must be within [0, 1]. The default is 2.28e-3.
References
- property A_settle¶
[float] The surface area for settling in m^2, i.e., the area of the clarifier’s flat bottom.
- property N_layer¶
[int] The number of layers into which the clarifier is divided in the settling model.
- property V_settle¶
[float] Total volume modeled for settling in m^3, calculated based on surface area and height.
- property X_t¶
[float] Threshold suspended solid concentration, in g/m^3.
- property feed_layer¶
[int] The feed layer counting from top to bottom.
- property fns¶
[float] Non-settleable fraction of the suspended solids
- property h_layer¶
[float] The height of each layer in the settling model, in m.
- line: str = 'Flat bottom circular clarifier'¶
class-attribute Name denoting the type of Unit class. Defaults to the class name of the first child class
- property rh¶
[float] Hindered zone settling parameter in the double-exponential settling velocity function, in m^3/g.
- property rp¶
[float] Flocculant zone settling parameter in the double-exponential settling velocity function, in m^3/g.
- set_init_TSS(arr)¶
set the initial TSS [mg/L] in each layer of the clarifier.
- set_init_sludge_solids(**kwargs)¶
set the initial concentrations [mg/L] of solids in the underflow sludge.
- set_init_solubles(**kwargs)¶
set the initial concentrations [mg/L] of solubles in the clarifier.
- property underflow¶
[float] The designed recycling sludge flow rate in m3/d.
- property v_max¶
[float] Maximum theoretical (i.e. Vesilind) settling velocity, in m/d
- property v_max_p¶
[float] Maximum practical settling velocity, in m/d
- property wastage¶
[float] The designed wasted sludge flow rate in m3/d.
- class qsdsan.sanunits._clarifier.IdealClarifier(ID='', ins: Sequence[AbstractStream] | None = None, outs: Sequence[AbstractStream] | None = (), thermo=None, sludge_flow_rate=2000, solids_removal_efficiency=0.995, sludge_MLSS=None, isdynamic=False, init_with='WasteStream', F_BM_default=None, **kwargs)¶
- line: str = 'Ideal clarifier'¶
class-attribute Name denoting the type of Unit class. Defaults to the class name of the first child class
- property sludge_flow_rate¶
[float] The designed sludge flow rate (wasted + recycled) in m3/d.