Table 8.  New York City reservoir release design data.
(River Master daily operation record)

[ft³/s, cubic feet per second; (ft3/s)-d, cubic feet per second days; Col., Column]

	Advance estimate of discharge of Delaware River at Montague, New Jersey exclusive of New York City reservoir releases																			Computation of balancing adjustment
	Date of advance estimate	Powerplant release forecasts				Uncontrolled runoff				Montague date		Discharge (ft3/s)		Indicated deficiency		Balancing adjustment (ft3/s)		Directed release (ft3/s)		Adjusted directed release				Actual deficiency				Cumulative difference (ft3/s)-d		Balancing adjustment (ft3/s)
		Lake Wallenpaupack (ft3/s)		Rio Reservoir (ft3/s)		Current condition (ft3/s)		Weather adjustment (ft3/s)												Daily (ft3/s)		Cumulative (ft3/s)-d		Daily (ft3/s)		Cumulative (ft3/s)-d
	2001	Col. 1		Col. 2		Col. 3		Col. 4				Col. 5		Col. 6		Col. 7		Col. 8		Col. 9		Col. 10		Col. 11		Col. 12		Col. 13		Col. 14
MONTAGUE DESIGN RATE = 1,550 (ft^3/s) DECEMBER 1, 2001 to DECEMBER 3, 2001
Nov. 28			0		0		890		136		Dec. 1		1,026		524		-3		521		520		24,976		560		25,036		-60		+6
29			0		0		882		123		2		1,005		545		-18		527		509		25,485		0		25,036		449		-45
30			0		0		904		241		3		1,145		405		-7		398		402		25,887		0		25,036		851		-50
MONTAGUE DESIGN RATE = 1,350 (ft^3/s) DECEMBER 4, 2001 to DECEMBER 29, 2001 The estimated discharge at Montague was greater than the Montague design rate from December 4, 2001 to December 5, 2001
Dec. 3			0		0		1,536		0		6		1,536		0		-		0		0		0		55		55		-55		+6
4			32		0		1,355		29		7		1,416		0		-		0		0		0		143		198		-198		+20
5			65		0		1,172		33		8		1,270		80		0		80		80		80		30		228		-148		+15
6			0		0		1,054		15		9		1,069		281		0		281		280		360		320		548		-188		+19
7			0		0		972		258		10		1,230		120		+6		126		126		486		216		764		-278		+28
8			0		0		900		536		11		1,436		0		+20		0		0		486		224		988		-502		+50
9			0		0		994		1		12		995		355		+15		370		369		855		489		1,477		-622		+50
10			200		0		1,049		44		13		1,293		57		+19		76		76		931		51		1,528		-597		+50
11			120		85		977		142		14		1,324		26		+28		54		55		986		174		1,702		-716		+50
12			129		0		947		256		15		1,332		18		+50		68		69		1,055		0		1,702		-647		+50
The estimated discharge at Montague was greater than the Montague design rate from December 16, 2001 to December 29, 2001. MONTAGUE DESIGN RATE = 1,100 ft^3/s DECEMBER 30, 2001 to MAY 28, 2002 The estimated discharge at Montague was greater than the Montague design rate from December 30, 2001 to May 28, 2002.
Col. 1 - Furnished by power company. Col. 2 - Furnished by power company. Col. 3 - Computed from index stations. Col. 4 - Computed increase in runoff based on quantitative precipitation forecasts. Col. 5 = Col. 1 + Col. 2 + Col. 3 + Col. 4.											Col. 6 = Design rate - Col. 5, when positive; otherwise Col. 6 = 0. Col. 7 = Col. 14 (4 days earlier). Col. 8 = Design rate - Col. 5 + Col. 7, when positive; otherwise Col. 8 = 0. Col. 9 = Col. 7 from Table 9. Col. 10 = Summation of Col. 9.										Col. 11 = Design rate - (Col. 9 + Col. 10 from Table 9), when positive; otherwise   Col. 11 = 0. Col. 12 = Summation of Col. 11. Col. 13 = Col. 10 - Col. 12.Col. 14 = Col. 13 divided by  -10, limited to ±50.

Table 8.  New York City reservoir release design data—continued.
(River Master daily operation record)

[ft³/s, cubic feet per second; (ft3/s)-d, cubic feet per second days; Col., Column]

	Advance estimate of discharge of Delaware River at Montague, New Jersey exclusive of New York City reservoir releases																Computation of balancing adjustment
	Date of advance estimate	Powerplant release forecasts			Uncontrolled runoff		Montague date	Discharge (ft3/s)			Indicated deficiency	Balancing adjustment (ft3/s)		Directed release (ft3/s)			Adjusted directed release			Actual deficiency		Cumulative difference (ft3/s)-d		Balancing adjustment (ft3/s)
		Lake Wallenpaupack (ft3/s)		Rio Reservoir (ft3/s)	Current condition (ft3/s)	Weather adjustment (ft3/s)											Daily (ft3/s)		Cumulative (ft3/s)-d	Daily (ft3/s)	Cumulative (ft3/s)-d
	2002	Col. 1		Col. 2	Col. 3	Col. 4		Col. 5			Col. 6	Col. 7		Col. 8			Col. 9		Col. 10	Col. 11	Col. 12	Col. 13		Col. 14
	MONTAGUE DESIGN RATE = 1,750 (ft^3/s) May 29, 2002 to November 30, 2002 The estimated discharge at Montague was greater than the Montague design rate from May 29, 2002 to July 6, 2002.
	July 4	381	0		1,250	0	July 7		1,631	119			0		119	119		119		147	147	-28	+3
	5	381	0		1,182	0	8		1,563	187			0		187	187		306		244	391	-85	+8
	6	470	0		1,037	73	9		1,580	170			0		170	170		476		246	637	-161	+16
	7	470	0		964	9	10		1,443	307			0		307	307		783		122	759	24	-2
	8	470	0		900	153	11		1,523	227			+3		230	230		1,013		0	759	254	-25
	9	470	0		898	83	12		1,451	299			+8		307	307		1,320		215	974	346	-35
	10	470	0		1,018	0	13		1,488	262			+16		278	278		1,598		285	1,259	339	-34
	11	0	71		967	0	14		1,038	712			-2		710	709		2,307		989	2,248	59	-6
	12	0	71		940	0	15		1,011	739			-25		714	713		3,020		933	3,181	-161	+16
	13	608	71		882	14	16		1,575	175			-35		140	140		3,160		266	3,447	-287	+29
	14	608	71		844	22	17		1,545	205			-34		171	171		3,331		414	3,861	-530	+50
	15	608	223		862	0	18		1,693	57			-6		51	51		3,382		409	4,270	-888	+50
	16	608	0		596	30	19		1,234	516			+16		532	532		3,914		540	4,810	-896	+50
	17	608	0		563	188	20		1,359	391			+29		420	420		4,334		437	5,247	-913	+50
	18	288	0		554	36	21		878	872			+50		922	922		5,256		742	5,989	-733	+50
	19	288	32		523	31	22		874	876			+50		926	924		6,180		774	6,763	-583	+50
	20	417	32		593	13	23		1,055	695			+50		745	745		6,925		578	7,341	-416	+42
	21	417	32		565	150	24		1,164	586			+50		636	636		7,561		472	7,813	-252	+25
	22	417	0		539	43	25		999	751			+50		801	802		8,363		422	8,235	128	-13
	23	417	0		512	297	26		1,226	524			+50		574	574		8,937		394	8,629	308	-31
	24	417	71		661	5	27		1,154	596			+42		638	636		9,573		716	9,345	228	-23
	25	0	0		618	31	28		649	1,101			+25		1,126	1,125		10,698		1,135	10,480	218	-22
	26	0	71		597	12	29		680	1,070			-13		1,057	1,058		11,756		1,028	11,508	248	-25
	27	353	71		561	77	30		1,062	688			-31		657	661		12,417		491	11,999	418	-42
	28	353	71		551	35	31		1,010	740			-23		717	717		13,134		745	12,744	390	-39
Col. 1 - Furnished by power company. Col. 2 - Furnished by power company. Col. 3 - Computed from index stations.            Col. 4 - Computed increase in runoff based on quantitative precipitation forecasts. Col. 5 = Col. 1 + Col. 2 + Col. 3 + Col. 4.							Col. 6 = Design rate - Col. 5, when positive; otherwise Col. 6 = 0. Col. 7 = Col. 14 (4 days earlier). Col. 8 = Design rate - Col. 5 + Col. 7, when positive; otherwise Col. 8 = 0. Col. 9 = Col. 7 from Table 9. Col. 10 = Summation of Col. 9.									Col. 11 = Design rate - (Col. 9 + Col. 10 from Table 9), when positive; otherwise   Col. 11 = 0. Col. 12 = Summation of Col. 11. Col. 13 = Col. 10 - Col. 12. Col. 14 = Col. 13 divided by  -10, limited to ±50.

Table 8.  New York City reservoir release design data—continued.
(River Master daily operation record)

[ft³/s, cubic feet per second; (ft3/s)-d, cubic feet per second days; Col., Column]

	Advance estimate of discharge of Delaware River at Montague, New Jersey exclusive of New York City reservoir releases															Computation of balancing adjustment
	Date of advance estimate	Powerplant release forecasts		Uncontrolled runoff		Montague date		Discharge (ft3/s)			Indicated deficiency	Balancing adjustment (ft3/s)	Directed release (ft3/s)			Adjusted directed release			Actual deficiency			Cumulative difference (ft3/s)-d		Balancing adjustment (ft3/s)
		Lake Wallenpaupack (ft3/s)	Rio Reservoir (ft3/s)	Current condition (ft3/s)	Weather adjustment (ft3/s)											Daily (ft3/s)		Cumulative (ft3/s)-d	Daily (ft3/s)		Cumulative (ft3/s)-d
	2002	Col. 1	Col. 2	Col. 3	Col. 4			Col. 5			Col. 6	Col. 7	Col. 8			Col. 9		Col. 10	Col. 11		Col. 12	Col. 13		Col. 14
July 29		353	0	552	44	Aug. 1			949	801		-22		779	780		13,914			800	13,544		370		-37
30		353	0	527	15	2			895	855		-25		830	831		14,745			761	14,305		440		-44
31		353	0	490	9	3			852	898		-42		856	855		15,600			825	15,130		470		-47
Aug.  1		0	0	450	24	4			474	1,276		-39		1,237	1,236		16,836			1,216	16,346		490		-49
2		0	71	434	5	5			510	1,240		-37		1,203	1,203		18,039			1,233	17,579		460		-46
3		193	0	454	27	6			674	1,076		-44		1,032	1,033		19,072			913	18,492		580		-50
4		193	0	429	61	7			683	1,067		-47		1,020	1,020		20,092			990	19,482		610		-50
5		193	0	461	33	8			687	1,063		-49		1,014	1,013		21,105			1,043	20,525		580		-50
6		193	0	491	0	9			684	1,066		-46		1,020	1,018		22,123			1,098	21,623		500		-50
7		193	0	438	0	10			631	1,119		-50		1,069	1,067		23,190			1,137	22,760		430		-43
8		0	71	390	0	11			461	1,289		-50		1,239	1,238		24,428			1,338	24,098		330		-33
9		0	43	352	0	12			395	1,355		-50		1,305	1,304		25,732			1,404	25,502		230		-23
10		0	43	324	5	13			372	1,378		-50		1,328	1,326		27,058			1,396	26,898		160		-16
11		0	43	318	0	14			361	1,389		-43		1,346	1,345		28,403			1,365	28,263		140		-14
12		0	0	327	2	15			329	1,421		-33		1,388	1,384		29,787			1,406	29,669		118		-12
13		0	0	333	12	16			345	1,405		-23		1,382	1,379		31,166			1,339	31,008		158		-16
14		0	0	281	19	17			300	1,450		-16		1,434	1,434		32,600			1,304	32,312		288		-29
15		0	0	302	6	18			308	1,442		-14		1,428	1,428		34,028			1,407	33,719		309		-31
16		0	0	327	25	19			352	1,398		-12		1,386	1,384		35,412			1,434	35,153		259		-26
17		0	0	348	36	20			384	1,366		-16		1,350	1,351		36,763			1,371	36,524		239		-24
18		45	0	322	47	21			414	1,336		-29		1,307	1,306		38,069			1,326	37,850		219		-22
19		0	0	326	29	22			355	1,395		-31		1,364	1,363		39,432			1,293	39,143		289		-29
20		0	0	359	0	23			359	1,391		-26		1,365	1,364		40,796			1,394	40,537		259		-26
21		0	71	377	27	24			475	1,275		-24		1,251	1,252		42,048			1,292	41,829		219		-22
22		0	0	331	221	25			552	1,198		-22		1,176	1,172		43,220			1,172	43,001		219		-22
23		0	0	337	51	26			388	1,362		-29		1,333	1,333		44,553			1,243	44,244		309		-31
24		417	0	410	348	27			1,175	575		-26		549	549		45,102			678	44,922		180		-18
25		417	0	470	0	28			887	863		-22		841	840		45,942			1,050	45,972		-30		+3
26		417	0	440	0	29			857	893		-22		871	869		46,811			729	46,701		110		-11
27		417	0	394	12	30			823	927		-31		896	897		47,708			527	47,228		480		-48
28		417	0	363	276	31			1,056	694		-18		676	676		48,384			486	47,714		670		-50
Col. 1 - Furnished by power company. Col. 2 - Furnished by power company. Col. 3 - Computed from index stations. Col. 4 - Computed increase in runoff based on quantitative precipitation forecasts. Col. 5 = Col. 1 + Col. 2 + Col. 3 + Col. 4.							Col. 6 = Design rate - Col. 5, when positive; otherwise Col. 6 = 0. Col. 7 = Col. 14 (4 days earlier). Col. 8 = Design rate - Col. 5 + Col. 7, when positive; otherwise Col. 8 = 0. Col. 9 = Col. 7 from Table 9. Col. 10 = Summation of Col. 9.								Col. 11 = Design rate - (Col. 9 + Col. 10 from Table 9), when positive; otherwise   Col. 11 = 0. Col. 12 = Summation of Col. 11. Col. 13 = Col. 10 - Col. 12. Col. 14 = Col. 13 divided by  -10, limited to ±50.

Table 8.  New York City reservoir release design data—continued  
(River Master daily operation record)

[ft³/s, cubic feet per second; (ft3/s)-d, cubic feet per second days; Col., Column]

	Advance estimate of discharge of Delaware River at Montague, New Jersey exclusive of New York City reservoir releases																				Computation of balancing adjustment
	Date of advance estimate	Powerplant release forecasts				Uncontrolled runoff				Montague date		Discharge (ft3/s)			Indicated deficiency	Balancing adjustment (ft3/s)		Directed release (ft3/s)			Adjusted directed release			Actual deficiency				Cumulative difference (ft3/s)-d		Balancing adjustment (ft3/s)
		Lake Wallenpaupack (ft3/s)		Rio Reservoir (ft3/s)		Current condition (ft3/s)		Weather adjustment (ft3/s)													Daily (ft3/s)		Cumulative (ft3/s)-d	Daily (ft3/s)		Cumulative (ft3/s)-d
	2002	Col. 1		Col. 2		Col. 3		Col. 4				Col. 5			Col. 6	Col. 7		Col. 8			Col. 9		Col. 10	Col. 11		Col. 12		Col. 13		Col. 14
Aug. 29			0		0		388		503	Sept. 1			891	859			+3		862	860		49,244			1,210		48,924		320		-32
30			0		0		615		10	2			625	1,125			-11		1,114	1,115		50,359			1,295		50,219		140		-14
31			417		0		511		0	3			928	822			-48		774	774		51,133			854		51,073		60		-6
Sept.   1			417		0		485		0	4			902	848			-50		798	796		51,929			906		51,979		-50		+5
2			417		0		460		55	5			932	818			-32		786	786		52,715			926		52,905		-190		+19
3			417		0		430		17	6			864	886			-14		872	873		53,588			853		53,758		-170		+17
4			417		0		480		0	7			897	853			-6		847	850		54,438			890		54,648		-210		+21
5			0		0		476		0	8			476	1,274			+5		1,279	1,280		55,718			1,430		56,078		-360		+36
6			0		0		432		0	9			432	1,318			+19		1,337	1,337		57,055			1,497		57,575		-520		+50
7			483		0		378		0	10			861	889			+17		906	905		57,960			935		58,510		-550		+50
8			611		0		364		8	11			983	767			+21		788	786		58,746			876		59,386		-640		+50
9			611		0		347		6	12			964	786			+36		822	822		59,568			872		60,258		-690		+50
10			611		0		317		1	13			929	821			+50		871	873		60,441			903		61,161		-720		+50
11			611		0		308		6	14			925	825			+50		875	874		61,315			834		61,995		-680		+50
12			418		0		293		33	15			744	1,006			+50		1,056	1,056		62,371			916		62,911		-540		+50
13			418		71		283		186	16			958	792			+50		842	842		63,213			432		63,343		-130		+13
14			615		0		274		1,476	17			2,365	0			+50		0	0		63,213			94		63,437		-224		+22
15			615		0		264		1,309	18			2,188	0			+50		0	0		63,213			419		63,856		-643		+50
16			615		0		632		22	19			1,269	481			+50		531	531		63,744			481		64,337		-593		+50
17			615		0		642		4	20			1,261	489			+13		502	502		64,246			522		64,859		-613		+50
18			615		71		558		0	21			1,244	506			+22		528	529		64,775			739		65,598		-823		+50
19			421		0		474		38	22			933	817			+50		867	870		65,645			960		66,558		-913		+50
20			0		0		416		1,752	23			2,168	0			+50		0	0		65,645			1,052		67,610		-1,965		+50
21			323		0		379		606	24			1,308	442			+50		492	493		66,138			523		68,133		-1,995		+50
22			484		0		637		149	25			1,270	480			+50		530	531		66,669			351		68,484		-1,815		+50
23			484		0		873		0	26			1,357	393			+50		443	440		67,109			530		69,014		-1,905		+50
24			484		32		604		0	27			1,120	630			+50		680	680		67,789			630		69,644		-1,855		+50
The estimated discharge at Montague was greater than the Montague design rate from September 28, 2002 to September 30, 2002.
Col. 1 - Furnished by power company. Col. 2 - Furnished by power company. Col. 3 - Computed from index stations. Col. 4 - Computed increase in runoff based on quantitative precipitation forecasts. Col. 5 = Col. 1 + Col. 2 + Col. 3 + Col. 4.											Col. 6 = Design rate - Col. 5, when positive; otherwise Col. 6 = 0. Col. 7 = Col. 14 (4 days earlier). Col. 8 = Design rate - Col. 5 + Col. 7, when positive; otherwise Col. 8 = 0. Col. 9 = Col. 7 from Table 9. Col. 10 = Summation of Col. 9.									Col. 11 = Design rate - (Col. 9 + Col. 10 from Table 9), when positive; otherwise   Col. 11 = 0. Col. 12 = Summation of Col. 11. Col. 13 = Col. 10 - Col. 12. Col. 14 = Col. 13 divided by  -10, limited to ±50.

Table 8.  New York City reservoir release design data—continued  
(River Master daily operation record)

[ft³/s, cubic feet per second; (ft3/s)-d, cubic feet per second days; Col., Column]

	Advance estimate of discharge of Delaware River at Montague, New Jersey exclusive of New York City reservoir releases																					Computation of balancing adjustment
	Date of advance estimate	Powerplant release forecasts				Uncontrolled runoff				Montague date		Discharge (ft3/s)			Indicated deficiency	Balancing adjustment (ft3/s)		Directed release (ft3/s)				Adjusted directed release			Actual deficiency				Cumulative difference (ft3/s)-d		Balancing adjustment (ft3/s)
		Lake Wallenpaupack (ft3/s)		Rio Reservoir (ft3/s)		Current condition (ft3/s)		Weather adjustment (ft3/s)														Daily (ft3/s)		Cumulative (ft3/s)-d	Daily (ft3/s)		Cumulative (ft3/s)-d
	2002	Col. 1		Col. 2		Col. 3		Col. 4				Col. 5			Col. 6	Col. 7		Col. 8				Col. 9		Col. 10	Col. 11		Col. 12		Col. 13		Col. 14
Sept. 28			0		0		3,300		0	Oct.  1			3,300	0			+50		0		0		67,789			111		69,755		-1,966		+50
29			0		0		1,898		0	2			1,898	0			+50		0		0		67,789			444		70,199		-2,410		+50
30			137		0		1,468		20	3			1,625	125			+50		175		175		67,964			491		70,690		-2,726		+50
Oct.    1			361		40		1,071		49	4			1,521	229			+50		279		277		68,241			427		71,117		-2,826		+50
2			384		35		802		36	5			1,257	493			+50		543		543		68,784			243		71,360		-2,576		+50
3			416		70		789		114	6			1,389	361			+50		411		413		69,197			153		71,513		-2,316		+50
4			416		35		797		100	7			1,348	402			+50		452		454		69,651			324		71,837		-2,186		+50
5			420		35		755		23	8			1,233	517			+50		567		570		70,221			350		72,187		-1,966		+50
6			420		35		760		69	9			1,284	466			+50		516		517		70,738			437		72,624		-1,886		+50
7			484		35		633		35	10			1,187	563			+50		613		611		71,349			491		73,115		-1,766		+50
8			484		35		601		9	11			1,129	621			+50		671		672		72,021			102		73,217		-1,196		+50
9			484		0		620		34	12			1,138	612			+50		662		663		72,684			0		73,217		-533		+50
10			0		0		550		852	13			1,402	348			+50		398		398		73,082			0		73,217		-135		+14
The estimated discharge at Montague was greater than the Montague design rate from October 14, 2002 to November 30, 2002.
Col. 1 - Furnished by power company. Col. 2 - Furnished by power company. Col. 3 - Computed from index stations. Col. 4 - Computed increase in runoff based on quantitative precipitation forecasts. Col. 5 = Col. 1 + Col. 2 + Col. 3 + Col. 4.											Col. 6 = Design rate - Col. 5, when positive; otherwise Col. 6 = 0. Col. 7 = Col. 14 (4 days earlier). Col. 8 = Design rate - Col. 5 + Col. 7, when positive; otherwise Col. 8 = 0. Col. 9 = Col. 7 from Table 9. Col. 10 = Summation of Col. 9.									Col. 11 = Design rate - (Col. 9 + Col. 10 from Table 9), when positive; otherwise   Col. 11 = 0. Col. 12 = Summation of Col. 11. Col. 13 = Col. 10 - Col. 12. Col. 14 = Col. 13 divided by  -10, limited to ±50.