A Novel Model with GA Evolving FWNN for Effluent Quality and Biogas Production Forecast in a Full-Scale Anaerobic Wastewater Treatment Process

Table 1

Parameters of the FNNCOD.

Rules	COD (t)		HRT (t)		OLR (t)		pH (t)		ALK (t)
	c	σ	c	σ	c	σ	c	σ	c	σ
1	0.0136	0.1607	0.5268	−0.7421	−0.3635	−0.5529	−0.3051	−0.9233	0.4253	0.1944
2	−0.7069	0.7358	−0.3188	−0.3580	0.3703	−0.2483	−0.3542	1.1877	−0.7381	0.6980
3	−0.7367	−0.6604	1.3965	0.2865	−0.6298	0.9426	−0.0589	1.0751	−0.5281	0.3233
4	−0.1518	1.7925	−0.5607	−1.2634	0.4315	9.6476	0.0743	0.0939	−0.5717	0.1826
5	−1.2089	0.2705	0.0115	−1.0385	0.6881	−1.9966	0.0109	30.2334	0.3907	−0.1104
6	0.6641	−0.2334	−0.4112	0.6708	0.0439	0.8663	−0.3301	−0.2831	0.4050	−0.5511
7	0.0064	0.9719	−0.7012	−4.8530	0.9405	−0.6621	0.7832	−0.0767	0.4281	0.7108
8	0.3419	0.1058	0.8441	1.1613	1.1604	−74.1843	−0.1981	0.8107	0.5553	0.4536
9	−0.5602	0.5057	1.1063	−26.4556	0.0843	−7.2215	−0.8100	−6.8183	−1.7993	0.3474
10	0.4907	−0.5534	−0.0703	−0.4569	−0.2704	0.9582	−0.3745	0.5942	−3.0162	1525.6060
11	−0.6621	−0.4266	0.5657	1.0340	0.1292	−0.1692	−0.2571	−2.6569	−0.4486	−8.9554
12	0.2888	−0.3405	−0.0953	−0.3502	0.5470	−83.4372	−0.6050	2.0040	0.3772	−13.0426
13	−0.2228	1.3588	0.3659	0.7005	−0.1630	−0.4162	0.4636	−0.6097	−1.0012	1.0308
14	−0.4807	−0.4252	−0.0355	−0.6217	0.1970	0.6718	0.0845	−0.5032	−0.1502	0.9260
15	−0.8972	−0.8169	0.1483	−1.4908	−0.1679	0.9453	0.4577	−0.8348	−0.1577	−0.7370
16	0.2736	−0.3070	0.3224	−0.5635	0.3254	7.5609	0.1766	0.6113	0.5786	−3.1036
17	−0.4311	3.5123	0.4850	−0.9749	0.3135	−0.6053	−1.1362	1.8104	−0.4111	−0.4197
18	0.1273	0.6391	−0.2829	4.1239	0.1948	0.6960	0.5902	0.2422	0.0614	0.0985