DMSTA Case Index - Reservoirs
		Starting Date for Simulation	First Calib Date	Last Calib Date		Surface Area	Tanks in Series	Hydraulic Load	Depth	Min Depth	Max Depth	Load	HRT	Inflow Conc	Storage	Obs Geom Outflow C	Obs FWM Outflow C	Conc Reduc	Calib K	Std Error of K	Residual Std Error - Ln C
Case	Case Description	-	-	-	Years	km2	-	m/yr	cm	cm	cm	mg/m2-yr	days	ppb	mg/m2	ppb	ppb	%	m/yr	m/yr	-
OKEE_7599	calib to 1975-1999; observed concs in pelagic zone; simulation affected by intial condition	11/62	01/75	12/99	25.0	1732.0	1	1.5	266	190	363	264	669	182	457	87	100	45%	2.4	0.14	0.45
OKEE_7578	calib to 1975-1978; observed concs in pelagic zone; simulation affected by intial condition	11/67	01/75	12/78	4.0	1732.0	1	1.3	251	190	331	237	692	179	358	56	56	69%	4.2	0.50	0.36
OKEE_7986	calib to 1979-1986; observed concs in pelagic zone; simulation affected by intial condition	11/67	01/79	12/86	8.0	1732.0	1	1.4	268	190	355	309	697	220	529	84	102	53%	3.2	0.25	0.29
OKEE_8794	calib to 1987-1994; observed concs in pelagic zone; simulation affected by intial condition	01/76	01/87	12/94	8.0	1732.0	1	1.3	258	210	351	206	736	161	629	95	96	40%	2.0	0.11	0.23
OKEE_9599	calib to 1995-1999; observed concs in pelagic zone; simulation affected by intial condition	01/79	01/95	12/99	5.0	1732.0	1	1.9	285	234	363	305	557	163	727	111	118	28%	1.2	0.15	0.27
OKEE_O_8299	calib to 1982-1999; based on monitored outlet (data incomplete < 1982)	11/67	01/82	12/99	18.0	1732.0	1	1.5	270	190	363	268	644	175	684	104	108	38%	1.8	0.09	0.28
ISTOKPOGA	data from Havens & Walker (2003)	01/79	10/93	09/00	7.0	110.0	2	3.5	172	130	231	373	180	107	326	40	52	51%	5.0	0.57	0.45
ISTOK_2	Lake Istokpoga - B&M; revised outflow concs	01/80	01/90	12/02	13.0	112.1	2	3.2	158	100	210	375	180	117	321	41	56	52%	5.9	0.43	0.40
JESSUP	Lake Jessup; outflow reversal treated as inflow	10/86	10/97	06/03	5.7	53.1	2	3.3	161	105	318	551	179	168	734	97	104	38%	2.3	0.23	0.42
CRESCENT	Crescent Lake ;  54% of inflow is ungauged;  outlet backflow treated as inflow ; et rate questioned	10/91	10/97	08/03	5.9	70.6	2	10.0	304	279	433	1021	111	102	525	77	84	18%	2.8	0.27	0.20
THONOTO	Lake Thonotosassa; inflows not gauged; inflow time series smoothed (14-day rolling average) to eliminate negative inflows	10/75	10/81	09/91	10.0	3.3	2	10.8	154	119	349	11927	52	1108	5783	725	769	31%	4.8	0.30	0.29
GEORGE	mainstem st john's river; tp excursion 2001-2003 unexplained; missing inflow data jan-july 2001; 14-day average inflows	02/89	02/95	12/00	5.9	186.3	2	17.2	342	309	388	960	72	56	516	62	66	-19%	0.1	0.09	0.24
RODMAN	Rodman Reservoir; no outflow P data 1991-1997	02/76	02/82	12/90	8.9	29.9	4	42.1	272	224	418	2359	24	56	254	33	40	28%	20.6	1.76	0.39
POINSETT	depths estimated; inflow P data sparse after 1990;	10/68	10/74	09/90	16.0	17.5	2	39.5	90	18	211	3778	8	96	518	73	91	5%	5.7	0.44	0.31
HARNEY	Lake Harney; B&M data; et rate questioned	10/85	10/91	08/03	11.9	29.9	2	63.8	287	178	488	4970	16	78	504	78	84	-8%	1.6	0.38	0.22
HARNEY_2	Lake Harney - WSI data	01/84	01/90	12/98	9.0	24.5	2	81.4	205	85	364	3955	9	49	318	49	51	-5%	1.9	0.51	0.28
SJMCA	St Johns Marsh Conservation Area; contains Lakes Hellnblazes & Sawgrass;marsh area ignored (use sum of lake areas)	01/92	01/99	07/03	4.5	3.5	4	139.2	112	52	253	19063	3	137	752	122	154	-13%	1.3	0.62	0.34
SAWGRASS	Sawgrass Lake - SJWMCA - WSI Database	03/91	03/97	09/99	2.6	2.0	2	374.0	157	53	262	52649	2	141	1049	136	122	13%	16.8	4.46	0.21
HELLNBLAZES	sparse inflow conc prior to 3/1996; high water load & short HRT (1 day)	01/90	01/97	09/99	2.7	1.5	2	449.0	145	96	272	70821	1	158	1305	169	144	9%	0.4	0.28	0.24
DESIGN_A1	EAA Reservoir A1 - SFWMD Basin Spec Feas Study 2002	01/55	01/65	12/95	31.0	82.6	1	2.6	115	1	210	263	160	100	347	56	55	45%	3.2	0.00	#N/A
DESIGN_A2	EAA Reservoir A2 - SFWMD Basin Spec Feas Study 2002	01/55	01/65	12/95	31.0	82.6	1	1.9	100	1	229	192	190	100	279	50	54	46%	3.2	0.00	#N/A
DESIGN_B	EAA Reservoir B - SFWMD Basin Spec Feas Study 2002	01/55	01/65	12/95	31.0	41.5	1	4.6	71	1	211	458	57	100	363	66	72	28%	3.2	0.00	#N/A
DESIGN_C	EAA Reservoir C - SFWMD Basin Spec Feas Study 2002	01/55	01/65	12/95	31.0	51.8	1	1.2	79	1	207	119	243	100	219	38	43	57%	3.2	0.00	#N/A
DESIGN_AA	EAA Storage Reservoir - 12 ft Max Depth - B&M BSFS 2002	01/55	01/65	12/95	31.0	121.5	1	8.7	209	13	345	875	87	100	497	77	79	21%	3.2	0.00	#N/A
DESIGN_C44	C44 Reservoir - Nominal Design - SFWMD Simulation	01/55	01/65	12/95	31.0	13.4	1	16.3	78	1	249	3259	18	200	953	203	174	13%	3.2	0.00	#N/A
Notes:
All calibration for C0 = 4 ppb & C1 = 150 ppb
Design simulations use biomachine calibration (K = 3.2 m/yr)
3/4/2005