Reference :	Bulb_calc.xls
	Date :	11/03/2008
	Author :	J H Porter
	Revision :	Development - G
		INPUT
		Project to plot on diagram	Lahn	2	1 to 8
	*	Parameters
		Gravitational acceleration	g	9.807	m2/s		(parameter available)				(symbol)	(value)	(units)
		Density of water	rohw	1000	kg/m3		(parameter available)				(symbol)	(value)	(units)
		Density of concrete	rohb	2500	kg/m3		(parameter available)				(symbol)	(value)	(units)
		(parameter available)	(symbol)	(value)	(units)		(parameter available)				(symbol)	(value)	(units)
		Control row - Do NOT amend..!		3285
	*	External functions	Filename:		a:spare folder:Bulb_func			(also contains macro coding)
			Function 1:		Vol_cone(h;r1;r2)
			Function 2:		Centroid_cone(h;r1;r2)
			Function 3:		Round_number(n1;nb;n2)
			Function 4:		(function available - no limits to number of functions/file)
	Title	Project			Lisdorf	Lahn	Test1
		Variant
		User			J. Porter	J. Porter	J. Porter
		Start date			24/8/93	25/8/93	25/8/93
		Date			11/3/08	11/3/08	11/3/08
	Misc.	Supports in draft tube	Sup_dt	÷	2	2	2
		Supports before concrete (V3)	Sup_thc	÷	4	4	4
		Supports below turbine housing	Sup_th	÷	2	2	2
		No. of stayring ribs	Rib_no	÷	7	7	7
		Dynamic loading	Fac_dl	÷	30%	30%	30%
		Shutdown surge('+'=u/s;'-'=d/s)	Fac_sur	m(±)	50%	50%	50%
		Loading safety factor	Fac_safe	÷	1.50	1.50	1.50
		Load prop. to outer distr. bearing	Fac_dout	m	60%	60%	60%
		Contraction factor (distributor)	Fac_cond	÷	0.85	0.85	0.85
	Machine	No of machines	Ntur	÷	1	1	1
	data	Machine type reference	Mtyp	÷	RT	RT	RT
		Specific type	Mtyp_sp	÷	bulb	bulb	bulb
		Orientation	Mort	÷	horizontal	horizontal	horizontal
		Flowrate at net head	Qnet	m3/s	50.0	50.0	50.0
		Rotational speed	n	min-1	105.0	93.0	93.0
		Flowrate at runaway	Qrun	m3/s	88.0	75.0	75.0
		Runaway speed	nrun	min-1
		Gearbox op. speed	n_gear	min-1	1000.0	750.0	750.0
		Rated output	P_rated	MW	1.638	1.400	1.400
		Runner diameter (outer)	D1o	÷	3.20	3.20	3.20
		Hub to tip ratio	D1i/D1o	m	0.43	0.43	0.43
		Max. opening angle of distributor	Alpha_o	°	72.0	72.0	72.0
		Distributor diameter (outer)	D2o	m	4.40	4.40	4.40
		Distributor diameter (inner)	D2i	m	2.00	2.00	2.00
		Stayring diameter (outer)	D3o	m	5.80	5.80	5.80
		Stayring diameter (inner)	D3i	m	3.00	3.00	3.00
		D/s wallring diameter at joint	D4o	m	3.32	3.32	3.32
		Draft tube lining max. diameter	D5o	m	3.50	3.50	3.50
		Draft tube lining min. diameter	D5i	m	3.40	3.40	3.40
		M. on regulation ring - standstill	M_r0	kNm	22	22	22
		M. on regulation ring - full load	M_r1	kNm	103	103	103
	Levels	Headwater level	HWL	mOD	179.30	179.30	179.30
		Tailwater level	TWL	mOD	175.50	175.50	175.50
		Level of runner centreline	ZZ1L	mOD	173.80	173.80	173.80
		Level of inlet soffit	ZZ2L	mOD	170.70	170.70	170.70
		Level of supports under stayring	ZZ3L	mOD	170.50	170.50	170.50
		Level of inlet manhole cover	ZZ4L	mOD	176.90	176.90	176.90
	XS Areas	Inlet manhole cover area	Amh	m2	0.64	0.64	0.64
	Weights/	Turbine pit(main part)	G_wgt_m	kN	170	165	165
	Thrust	Turbine pit(front part)	G_wgt_f	kN	0	0	0
		Outer distributor ring	Dro_wgt	kN	90	90	90
		Inner distributor ring	Dri_wgt	kN	26	26	26
		Runner casing	Rc_wgt	kN	60	60	60
		Draft tube	DT_wgt	kN	25	25	25
		Distr. blades and regulation ring	Drr_wgt	kN	95	95	95
		Runner bearing/shaft seal	Rbss_wgt	kN	24	24	24
		Bearing force on runner bearing	Rbf_wgt	kN	150	135	135
		Bearing force on gear bearing	Gbbf_wgt	kN	10	10	10
		Gearbox without gear installed	Gb_wgt	kN	38	38	38
		Thrust bearing	TB_wgt	kN	25	25	25
	*In op.	Axial force from thrust bearing	Tb_F_op	kN	300	300	300
	Offsets	Turbine pit(main part)	G_off_m	m	-2.600	-2.600	-2.600
	Centroid	Turbine pit(front part)	G_off_f	m	0.000	0.000	0.000
	w.r.t.	Outer distributor ring	Dro_off	m	-1.250	-1.250	-1.250
	centre of	Inner distributor ring	Dri_off	m	-1.350	-1.350	-1.350
	runner	Runner casing	Rc_off	m	0.300	0.300	0.300
		Draft tube	DT_off	m	1.750	1.750	1.750
		Distr. blades and regulation ring	Drr_off	m	-1.200	-1.200	-1.200
		Runner bearing/shaft seal	Rbss_off	m	-0.900	-0.900	-0.900
		Bearing force on runner bearing	Rbf_off	m	-0.940	-0.940	-0.940
		Bearing force on gear bearing	Gbbf_off	m	-3.500	-3.500	-3.500
		Gearbox without gear installed	Gb_off	m	-3.100	-3.100	-3.100
		Thrust bearing	TB_off	m	-2.000	-2.000	-2.000
	Joint	Upstream limit of stayring	XX1L	m	-2.950	-2.950	-2.950
		Upstream wallring	WR_us	m	-1.700	-1.700	-1.700
		Joint: runner casing & distributor	XX2L	m	-0.350	-0.350	-0.350
		Joint: runner casing & draft tube	XX3L	m	1.450	1.450	1.450
		Downstream wallring	WR_ds	m	1.650	1.650	1.650
		Downstream limit of draft tube	XX4L	m	2.600	2.600	2.600
	Support	Erection effective pivot(V3)	F1_pivot	m	-2.050	-2.050	-2.050
		Erection effective support	F2_pivot	m	-3.700	-3.700	-3.700
		Draft tube support	F3_pivot	m	1.800	1.800	1.800
	Data	Max. gross head	Hmax	m	3.8	3.8	3.8
	functions	Runner length along passage	Ld1	m	1.80	1.80	1.80
	of input	Distributor length along passage	Ld2	m	1.35	1.35	1.35
		Stayring length along passage	Ld3	m	1.25	1.25	1.25
		Length of draft tube connection	Ld4	m	0.20	0.20	0.20
		Draft tube length along passage	Ld5	m	0.95	0.95	0.95
		Median dia. distr. blade inlet	D2m	m	3.05	3.05	3.05
		Median dia. distr. blade outlet	D1m	m	2.59	2.59	2.59
		Effective loading point distr.	R2_le	m	1.5	1.5	1.5
		Av. seperation of distr. blades	Bo	m	1.06	1.06	1.06
		Effect. lever arm  d. servomoter	S_la	m	2.95	2.95	2.95
	Areas	Distributor blades closed	A_db	m2	8.93	8.93	8.93
		Lining axial surface area u/s d.	A_sus	m2	15.08	15.08	15.08
		Lining axial surface area d/s d.	A_sds	m2	2.26	2.26	2.26
		Stayring axial surface area	A_ssr	m2	11.22	11.22	11.22
		Distributor axial surface area	A_sdr	m2	7.16	7.16	7.16
		Flow area through stayring	A_fsr	m2	15.71	15.71	15.71
		Flow area through distributor	A_fdr	m2	9.31	9.31	9.31
		OUTPUT   maximum values[in kN] given on diagram for........				Lahn
	SUMMARY		Project		Lisdorf	Lahn	Test1
	Maximum	Vertical
	Forces	Turbine pit to foundation	V1	kN	880	860	860
		Stage			III	III	III
		Draft tube to foundation	V2	kN	200	200	200
		Stage			III	III	III
		Loading turbine pit/support	V3	kN	210	200	200
		Stage			I	I	I
		Loading draft tube/support	V4	kN	80	70	70
		Stage			I	I	I
		Force on servomoter	V5	kN	35	35	35
		Dynamic loading		±	10	10	10
		Stage			IV	IV	IV
		Force on access covers	V6	kN	30	30	30
		Dynamic loading		±	10	10	10
		Stage			V	V	V
		Axial
		Loading on turbine pit supports	A1	kN	135	130	130
		Dynamic loading		±	150	150	150
		Stage			V	V	V
		Loading on turbine access tube	A2	kN	260	240	240
		Dynamic loading		±	150	150	150
		Stage			V	V	V
		Loading upper part turbine pit	A3	kN	820	820	820
		Dynamic loading		±	250	250	250
		Stage			V	V	V
		Loading lower part turbine pit	A4	kN	670	670	670
		Dynamic loading		±	250	250	250
		Stage			V	V	V
		Tangential
		Loading on ribs of stayring	T1	kN	45	30	30
		Dynamic loading		±	15	10	10
		Stage			VI	VI	VI
	BREAKDOWN		Project		Lisdorf	Lahn	Test1
I	Pre-	Vertical
	erection	Turbine pit to foundation	V1	kN	0	0	0
		Draft tube to foundation	V2	kN	0	0	0
		Loading turbine pit/support	V3	kN	210	200	200
		Loading draft tube/support	V4	kN	80	70	70
		Force on servomoter	V5	kN	0	0	0
		Force on access covers	V6	kN	15	15	15
		Axial
		Loading on turbine pit supports	A1	kN	0	0	0
		Loading on turbine access tube	A2	kN	0	0	0
		Loading upper part turbine pit	A3	kN	0	0	0
		Loading lower part turbine pit	A4	kN	0	0	0
II	Concrete	Vertical
	Stage	Turbine pit to foundation	V1	kN	0	0	0
		Draft tube to foundation	V2	kN	0	0	0
		Loading turbine pit/support	V3	kN	-40	-30	-30
		Loading draft tube/support	V4	kN	-5	-5	-5
		Force on servomoter	V5	kN	0	0	0
		Force on access covers	V6	kN	15	15	15
		Axial
		Loading on turbine pit supports	A1	kN	0	0	0
		Loading on turbine access tube	A2	kN	0	0	0
		Loading upper part turbine pit	A3	kN	0	0	0
		Loading lower part turbine pit	A4	kN	0	0	0
III	Standstill	Vertical
	(water	Turbine pit to foundation	V1	kN	880	860	860
	filled +	Draft tube to foundation	V2	kN	200	200	200
	guide	Loading turbine pit/support	V3	kN	0	0	0
	vanes	Loading draft tube/support	V4	kN	0	0	0
	closed)	Force on servomoter	V5	kN	7	7	7
		Force on access covers	V6	kN	15	15	15
		Axial
		Loading on turbine pit supports	A1	kN	5	10	10
		Loading on turbine access tube	A2	kN	130	130	130
		Loading upper part turbine pit	A3	kN	610	610	610
		Loading lower part turbine pit	A4	kN	450	450	450
IV	Operating	Vertical
	Full load	Turbine pit to foundation	V1	kN	875	860	860
		Draft tube to foundation	V2	kN	200	200	200
		Loading turbine pit/support	V3	kN	0	0	0
		Loading draft tube/support	V4	kN	0	0	0
		Force on servomoter	V5	kN	35	35	35
		Force on access covers	V6	kN	15	15	15
		Dynamic loading	Vd6	±	5	5	5
		Axial
		Loading on turbine pit supports	A1	kN	100	105	105
		Dynamic loading	Ad1	±	70	70	70
		Loading on turbine access tube	A2	kN	225	220	220
		Dynamic loading	Ad2	±	70	70	70
		Loading upper part turbine pit	A3	kN	510	510	510
		Dynamic loading	Ad3	±	160	160	160
		Loading lower part turbine pit	A4	kN	360	360	360
		Dynamic loading	Ad4	±	160	160	160
		Tangential
		Loading on ribs of stayring	T1	kN	5	5	5
		Dynamic loading	Td1	±	2	2	2
V	Shutdown	Vertical
		Turbine pit to foundation	V1	kN	880	860	860
		Draft tube to foundation	V2	kN	200	200	200
		Loading turbine pit/support	V3	kN	0	0	0
		Loading draft tube/support	V4	kN	0	0	0
		Force on servomoter	V5	kN	35	35	35
		Force on access covers	V6	kN	30	30	30
		Dynamic loading	Vd6	±	10	10	10
		Axial
		Loading on turbine pit supports	A1	kN	70	75	75
		Dynamic loading	Ad1	±	150	150	150
		Loading on turbine access tube	A2	kN	195	190	190
		Dynamic loading	Ad2	±	150	150	150
		Loading upper part turbine pit	A3	kN	820	820	820
		Dynamic loading	Ad3	±	250	250	250
		Loading lower part turbine pit	A4	kN	670	670	670
		Dynamic loading	Ad4	±	250	250	250
		Tangential
		Loading on ribs of stayring	T1	kN	15	15	15
		Dynamic loading	Td1	±	5	5	5
VI	Runaway	Vertical
		Turbine pit to foundation	V1	kN	880	860	860
		Draft tube to foundation	V2	kN	200	200	200
		Loading turbine pit/support	V3	kN	0	0	0
		Loading draft tube/support	V4	kN	0	0	0
		Force on servomoter	V5	kN	35	35	35
		Force on access covers	V6	kN	30	30	30
		Dynamic loading	Vd6	±	10	10	10
		Axial
		Loading on turbine pit supports	A1	kN	135	130	130
		Dynamic loading	Ad1	±	80	80	80
		Loading on turbine access tube	A2	kN	260	240	240
		Dynamic loading	Ad2	±	80	80	80
		Loading upper part turbine pit	A3	kN	395	445	445
		Dynamic loading	Ad3	±	120	140	140
		Loading lower part turbine pit	A4	kN	240	290	290
		Dynamic loading	Ad4	±	120	140	140
		Tangential
		Loading on ribs of stayring	T1	kN	45	30	30
		Dynamic loading	Td1	±	15	10	10
		CALCULATION	Project		Lisdorf	Lahn	Test1
I	Vertical	During erection of parts Ia			.	.	.
	forces	Resolve moments about A = F1	Ia_F1	kN	196	195	195
		Resolve forces vertically = F2	Ia_F2	kN	-72	-74	-74
		After erection of parts Ib
		Resolve moments about B = F3	Ib_F3	kN	71	71	71
		Resolve forces vertically = F2	Ib_F2	kN	203	199	199
	*	Static force on manhole cover	I_mh(V6)	kN	15	15	15
II	Vertical	During concreting of stayring			.	.	.
	forces	Calc. bouyancy of stayring	II_bV3	kN	-28	-29	-29
		During concreting of draft tube
		Calc. bouyancy of stayring	II_bV4	kN	17	16	16
	*	Static force on manhole cover	II_mh(V6)	kN	15	15	15
					.	.	.
III	Vertical	Inner weight	III_iwgt	kN	273	258	258
	forces	Inner moment	III_imt	kNm	405	375	375
		Weight of water between walls	III_wwgt	kN	277	277	277
		Lever arm of water	III_wla	m	-0.089	-0.089	-0.089
		Outer weight	III_owgt	kN	522	522	522
		Lever arm of total outer weight	III_ola	m	1.354	1.354	1.354
		Bearing force at A (-DT water)	III_FA	kN	111	111	111
		Bearing force at B (-TH water)	III_FB	kN	411	411	411
		Moments resolved about A (DT)	III_MA	kNm	22	22	22
		Moments resolved about B (TH)	III_MB	kNm	336	336	336
		Weight of water in stayring	III_wsr	kN	191	191	191
		Force of TH to concrete	III_Fth	kN	875	860	860
		Weight of water in draft tube	III_wdt	kN	87	87	87
		Force of DT to concrete	III_Fdt	kN	198	198	198
		Static force on manhole cover	III_mh	kN	15	15	15
	Axial	Stayring reaction to inner Mmt	III_Ti	kN	61	57	57
	forces	Stayring reaction to outer Mmt	III_To	kN	76	76	76
		Axial force on distributor blades	III_Fdb	kN	333	333	333
		Force attributed to outer part	III_Fdo	kN	200	200	200
		Force attributed to inner part	III_Fdi	kN	133	133	133
		Mean axial water pressure (u/s)	III_wpu	kN/m2	54	54	54
		Axial force of water on surface	III_Fin	kN	813	813	813
		Mean axial water pressure (d/s)	III_wpd	kN/m2	17	17	17
		Axial force of water on surface	III_Fout	kN	38	38	38
	Torque	n/a
					.	.	.
IV	Vertical	Turbine housing as Stage III	IV_Fth	kN	875	860	860
	forces	Draft tube as Stage III	IV_Fdt	kN	200	200	200
		Static force on manhole cover	IV_mh	kN	15	15	15
	Axial	Stayring reaction(inner Mmt) III	IV_Ti	kN	61	57	57
	forces	Stayring reaction(outer Mmt) III	IV_To	kN	76	76	76
	Inlet	Velocity head at inlet section	IV_dHv	m	0.52	0.52	0.52
		Mean axial water pressure (u/s)	IV_wpu	kN/m2	49	49	49
		Axial force of water on surface	IV_Fin	kN	548	548	548
	Outlet	Velocity head at outlet section	IV_oHv	m	1.47	1.47	1.47
		Mean axial water pressure (d/s)	IV_wpd	kN/m2	40	40	40
		Axial force of water on surface	IV_Fout	kN	283	283	283
	Distributor	Approx. force from flow velocity	IV_Fd	kN	65	65	65
		Force apportioned(outer bearing)	IV_Fdo	kN	39	39	39
		Force apportioned(inner bearing)	IV_Fdi	kN	26	26	26
	Torque	Torque on distributor	IV_T	kNm	246	246	246
		Driving torque on gearbox	IV_Tgin	kNm	149	144	144
		Output torque from gearbox	IV_Tgout	kNm	16	18	18
					.	.	.
V	Vertical	Turbine housing as Stage III	V_Fth	kN	880	860	860
	forces	Draft tube as Stage III	V_Fdt	kN	200	200	200
		Static force on manhole cover	V_mh	kN	27	27	27
	Axial	Stayring reaction(inner Mmt) III	V_Ti	kN	61	57	57
	forces	Stayring reaction(outer Mmt) III	V_To	kN	76	76	76
		Revised head with surge factor	V_Hmax	m	7.6	7.6	7.6
		Axial force on distributor blades	V_Fdb	kN	666	666	666
		Force attributed to outer part	V_Fdo	kN	400	400	400
		Force attributed to inner part	V_Fdi	kN	266	266	266
		Mean axial water pressure (u/s)	V_wpu	kN/m2	73	73	73
		Axial force of water on surface	V_Fin	kN	1094	1094	1094
		Mean axial water pressure (d/s)	V_wpd	kN/m2	-2	-2	-2
		Axial force of water on surface	V_Fout	kN	-4	-4	-4
	Torque	Torque on distributor (IV)	V_T	kNm	246	246	246
					.	.	.
VI	Vertical	Turbine housing as Stage III	VI_Fth	kN	880	860	860
	forces	Draft tube as Stage III	VI_Fdt	kN	200	200	200
		Static force on manhole cover	VI_mh	kN	27	27	27
	Axial	Stayring reaction(inner Mmt) III	VI_Ti	kN	61	57	57
	forces	Stayring reaction(outer Mmt) III	VI_To	kN	76	76	76
	Inlet	Velocity head at inlet section	VI_dHv	m	1.60	1.16	1.16
		Mean axial water pressure (u/s)	VI_wpu	kN/m2	38	43	43
		Axial force of water on surface	VI_Fin	kN	429	477	477
	Outlet	Velocity head at outlet section	VI_oHv	m	4.56	3.31	3.31
		Mean axial water pressure (d/s)	VI_wpd	kN/m2	9	21	21
		Axial force of water on surface	VI_Fout	kN	66	154	154
	Distributor	Approx. force from flow velocity	VI_Fd	kN	233	170	170
		Force apportioned(outer bearing)	VI_Fdo	kN	140	102	102
		Force apportioned(inner bearing)	VI_Fdi	kN	93	68	68
	Torque	Torque on distributor (IV + Qrun)	VI_T	kNm	763	554	554