StormTac Database Base Flow Concentrations

StormTac Database v.2025-01-21

HomeRunoff coefficientsBase flow concentrationsStormwater concentrations% dissolved stormwaterSeasonal stormwater concentrations

Reduction efficienciesSeasonal reduction efficienciesIrreducible concentrationsFacility costsSurface water concentrations% dissolved in Surface waterWastewater

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Wastewater concentrations (ref/stat) (μg/l)	P	N	Pb	Cu	Zn	Cd	Cr	Ni	Hg	SS	oil	BaP	AAy	AAe	FLU	PHE	PYR	BaA	CHR	BahA	ANT	FLUO	NAP	BgP	IND	Alachl	Atraz	Benz	Chlorf	DichlE	DEHP	Diur	HCB	Isopro	4-NP	4-tert-OP	PCP	Simaz	TBT	Trichl	As	Cl	NH4-N	CODCr	BOD	TOC	DIDP	PCB 28	PCB 52	PCB 101	PCB 118	PCB 138	PCB 153	PCB 180
Combined sewer overflow	2 600	9 200	78	130	330	0.54	8.8	11	0.033	100 000	300	0.26	0.029	0.28	0.34	0.54	2.1	1.0	0.76	0.19	0.19	1.0	1.4	1.4	1.4						11	0.48		0.20	0.0050	0.080			0.0027		3.0		6 900	230 000	68 000
Arnbjerg-Nielsen et al. (2002)			10-70	4.0-200	100-500	0.10-1.5	0.50-4.0	1.0-2.0				0.010-0.50		0.10-1.0	0.10-1.0	0.010-0.50					0.010-0.30		0.050-5.0		0.020-0.50						1.0-2.0
Birch et al. (2011)			19	75		0.28		13				1.6	0.029	<0.010	0.13	0.82	2.1	1.0	0.76	0.19	0.22	2.0	1.4	1.4	2.6						57	0.48		0.20					<0.0040
Gryaab (2016)	2 200	22 000	6.1	110	130	0.088	2.3	4.2	0.033	110 000		0.020										0.090	0.17								9.3				0.0050	0.080			0.0033
Hogland et al. (1986)	800-2 400	3 000-9 800	50-220	80-210	170-490	5.0-9.0	7.5-1.0			52 000-200 000																																		85 000-440 000
Hultgren et al. (1974)	3 000	10 000								100 000																																		200 000
James (1996)																																									4.3
Karlstads kommun (2020)	2 700	23 000	3.2	65	88	0.060	2.4	2.9	0.050																																				79 000	50 000
Marsalek (1992)	10 000	8 300	250		870					430 000																																	6 000	380 000	90 000
Marsalek (1992)	1 800-2 700	6 700-16 000	10-100	60-400						45 000-55 000																																	3 800-12 000	80 000-230 000	12 000-82 000
Marsalek and Torno (1993)	8 000		800																																									250 000
Stockholms VA-verk (1983)	2 100	7 800	100	150	800					220 000																																		170 000
USEPA (1995)																																									1.1-2.2
Mean value	4 000	13 000	160	130	420	1.6	2.8	5.5	0.042	170 000		0.63		0.28	0.34	0.54					0.19	1.0	1.4		1.4						23								0.0027		3.0		6 900	240 000	72 000
Ingoing wastewater			2.9	59	84	0.18	3.2	6.4	0.12			0.010				0.025	<0.020				<0.020	<0.020	0.12	<0.020	<0.020	0.010	0.010	<0.20	<0.010	<1.0	4.8	<0.010	<0.010	0.010	<0.010	0.067	0.0075	<0.010	<0.0010	0.27	1.1	62 000					1.7	0.0010	0.0018	0.0018	0.00088	0.0016	0.0020	0.00079
Barisci and Suri (2021)
Mikola A. and Egli J. (2016)
Pettersson and Wahlberg (2010)			3.9	70	110	0.20	3.6	7.3	0.10			<0.020				0.030	<0.020				<0.020	<0.020	0.21	<0.020	<0.020	<0.020	<0.020	<0.20	<0.010	<1.0	10	<0.020	<0.10	0.020	<0.020	0.075	0.010	<0.020	<0.0010	<0.30	1.3	75 000					3.4	0.00087	0.0012	0.0018	0.00091	0.0026	0.0029	0.00068
Pettersson and Wahlberg (2010)			3.5	71	92	0.20	3.9	7.9	0.20			<0.020				0.020	<0.020				<0.020	<0.020	0.12	<0.020	<0.020	0.010	0.010	<0.20		<1.0	0.27	<0.010	<0.010	<0.010	<0.010	0.096	<0.010	<0.010		0.50	1.3	66 000					<1.0	0.00092	0.0010	0.0017	0.00070	0.0016	0.0022	0.0012
Pettersson and Wahlberg (2010)			2.1	49	83	0.10	2.9	5.2	0.10			<0.020				0.030	<0.020				<0.020	<0.020	0.070	<0.020	<0.020	<0.020	<0.020	<0.20	<0.010	<1.0	8.3	<0.020	<0.10	<0.020	<0.020	0.054	0.010	<0.020	<0.0010	<0.30	1.0	53 000					2.5	0.0014	0.0033	0.0019	0.0012	0.0017	0.0020	0.00071
Pettersson and Wahlberg (2010)			2.2	45	52	0.20	2.3	5.1	0.080			<0.020				0.020	<0.020				<0.020	<0.020	0.080	<0.020	<0.020	0.010	0.010	<0.20		<1.0	<1.0	<0.010	<0.010	<0.010	<0.010	0.043	<0.010	<0.010		<0.30	0.90	54 000					<1.0	0.0010	0.0018	0.0016	0.00070	<0.0012	<0.0015	0.00057
Mean value			2.9	59	84	0.18	3.2	6.4	0.12			0.010				0.025	0.010				0.010	0.010	0.12	0.010	0.010	0.010	0.010	0.10	0.0050	0.50	4.8	0.0075	0.028	0.010	0.0075	0.067	0.0075	0.0075	0.00050	0.24	1.1	62 000					1.7	0.0010	0.0018	0.0018	0.00088	0.0016	0.0020	0.00079
Outgoing wastewater	330	20 000	0.68	6.8	17	0.056	0.62	7.7	0.029	8 300		0.010				0.025	0.020				<0.020	0.025	0.013	<0.020	<0.020	0.010	0.010	<0.020	<0.10	<1.0	0.68	<0.010	<0.010	0.013	<0.010	<0.010	0.0063	<0.010	<0.0010	<0.30	0.58	67 000	9 000	39 000	6 000		<1.0	0.00038	0.00055	0.00065	0.00020	0.00056	0.00069	0.00021
Barisci and Suri (2021)
Mikola A. and Egli J. (2016)
Pettersson and Wahlberg (2010)			<0.50	2.5	11	0.020	1.1	7.0	0.010			<0.020				<0.020	<0.020				<0.020	<0.020	0.020	<0.020	<0.020	<0.020	<0.020	<0.20	<0.10	<1.0	1.2	<0.020	<0.10	0.020	<0.020 *	<0.020	<0.010	<0.020	<0.0010	<0.30	0.60	86 000					<1.0	0.000040	0.000066	0.000076	0.000019	0.000069	0.000082	0.000033
Pettersson and Wahlberg (2010)			<0.50	4.0	17	0.040	1.0	9.0	0.030			<0.020				0.020	<0.020				<0.020	<0.020	<0.020	<0.020	<0.020	0.010	0.010	<0.20		<1.0	<1.0	<0.010	<0.010	<0.010	<0.010 *	<0.010	<0.010	<0.010		<0.30	0.60	77 000					<1.0	0.0012	0.0017	<0.0035	<0.0011	<0.0030	<0.0037	<0.0011
Pettersson and Wahlberg (2010)			<0.50	5.6	8.0	0.030	<0.50	6.6	0.010			<0.020				0.060	0.050				<0.020	0.070	<0.020	<0.020	<0.020	<0.020	<0.020	<0.20	<0.10	<1.0	<1.0	<0.020	<0.10	0.020	<0.020 *	<0.020	0.010	<0.020	<0.0010	<0.30	0.60	50 000					<1.0	0.000040	0.000095	0.000068	0.000015	0.000061	0.000072	0.000034
Pettersson and Wahlberg (2010)			<0.50	3.3	9.0	0.030	<0.50	7.4	<0.010			<0.020				<0.020	<0.020				<0.020	<0.020	<0.020	<0.020	<0.020	0.010	0.010	<0.20		<1.0	<1.0	<0.010	<0.010	<0.010	<0.010 *	<0.010	<0.010	<0.010		<0.30	0.50	53 000					<1.0	<0.00048	<0.00066	<0.0014	<0.00042	<0.0012	<0.0015	<0.00042
Stockholm Vatten (1993a)	280	21 000	0.75	7.0	21	0.13	0.50	8.0	0.050	5 000																																	8 500	36 000	5 000
Stockholm Vatten (1993b)	370	16 000	0.50	13	18	0.075	0.75	9.0	0.050	13 000																																	9 500	44 000	8 000
Stockholm Vatten (1993c)	330	22 000	2.5	12	36	0.075	0.50	7.0	0.050	7 000																																	9 000	36 000	5 000
Mean value	330	20 000	0.68	6.8	17	0.056	0.62	7.7	0.029	8 300		0.010				0.025	0.020				0.010	0.025	0.013	0.010	0.010	0.010	0.010	0.10	0.050	0.50	0.68	0.0075	0.028	0.013	0.0075	0.0075	0.0063	0.0075	0.00050	0.15	0.58	67 000	9 000	39 000	6 000		0.50	0.00038	0.00055	0.00065	0.00020	0.00056	0.00069	0.00021