Contents preface (VII) introduction 1—37

for Qo with ∆t = 3600 sec.
		Table 17.2 : Computation of G	∆t	+ QoJ
									H		K
Elevation		Outflow rate (Q )			Storage			Storage above					2s	+ Qo
				3	o		m	3				crest level (s) m	3				∆t
				m /s
100				0.00			110 × 10^6					0							0
101				220.00			128 × 10^6					18 × 10^6						10220
102				622.25			134 × 10^6					24 × 10^6						13956
103				1143.15		149 × 10^6					39 × 10^6						22810
104				1760.00		165 × 10^6					55 × 10^6						32316
105				2459.68		186 × 10^6					76 × 10^6						44682
106				3233.33		215 × 10^6					215 × 10^6						61567
						Table 17.3 : Computation of Qo
Time			Inflow		^Qi,n ^+ Qi,n+1	F 2s			I	*	2s	^+ ^Qo, n+1			Q		Reservoir
			G		− Qo, n J	∆t				o,n+1
(hr)			rate						H ∆t			K											level
0		100								0					–				–
1		850			950				930					950			10			100.127
2		1830			2680				3510					3610			50			100.372
3		2790			4620				7830					8130			150			100.775
4		2600			5390		12370				13220			425			101.551
5		2120			4720		15690				17090			700			102.163
6		1640			3760		17700				19450			875			102.510
7		1170			2810		18610				20510			950			102.652
8		730			1900		18610				20510			950			102.652
9		350			1080		17890				19690			900			102.558
10		80			430		16770				18320			775			102.315

* ²_∆^s_t ^{+ Q}o, n + 1 ^{− 2Q}o, n+1

SPILLWAYS

/s 3 min

Discharge

569

3000

Inflow hydrograph

2000

Outflow hydrograph

1000

0

0	2	4	6	8	10
		Time in hours