Table 3 Model adaptation results for predicting TV concentrations from the three treatment processes (influent, aerobic, sand) and across different WWTPs (Plant A, Plant H, Plant P1, Plant P2)

From: Viral particle prediction in wastewater treatment plants using nonlinear lifelong learning models

Model

Set

Influent

Aerobic

Sand

RMSE

MAE

MSE

RMSE

MAE

MSE

RMSE

MAE

MSE

LSTM

Train

0.903

0.118

0.074

0.014

0.903

0.074

0.049

0.075

0.912

0.107

0.075

0.012

Test

0.861

0.136

0.081

0.019

0.835

0.143

0.092

0.020

0.874

0.061

0.044

0.004

Adaptation 1 (A)

0.911

0.109

0.077

0.013

0.882

0.131

0.094

0.018

0.903

0.106

0.077

0.013

Adaptation 2 (H)

0.956

0.036

0.027

0.002

0.840

0.119

0.091

0.015

0.956

0.021

0.014

0.001

Adaptation 3 (P1)

0.944

0.071

0.054

0.006

0.902

0.059

0.041

0.004

0.886

0.094

0.070

0.009

Adaptation 4 (P2)

0.852

0.038

0.029

0.002

0.837

0.153

0.108

0.025

0.874

0.061

0.044

0.004