throbber

`
`UTC-2017.001
`
`GE V. UTC
`
`Trial IPR2016-01301
`
`UTC-2017.001
`
`GE v. UTC
`Trial IPR2016-01301
`
`

`

`This book is printed on acid—free paper.®
`
`Copyright © 2008 by John Wiley & Sons, Inc. All rights reserved.
`
`Published by John Wiley & Sons. Inc., Hoboken. New Jersey
`
`Published simultaneously in Canada.
`
`Wiley Bicentennial Logo: Richard .I. Pacifico
`
`No part of this publication may be reproduced, stored in a retrieval system. or transmitted in any form or
`by any means, electronic. mechanical. photocopying, recording, scanning, or otherwise. except as
`permitted under Section 107 or 108 of the 1976 United States Copyright Act, without either the prior
`written permission of the Publisher. or authorization through payment of the appropriate per-copy fee to
`the Copyright Clearance Center. Inc., 222 Rosewood Drive, Danvers, MA 01923. 978-750—8400, fax
`978-646—8600, or on the web at www.copyrightcom. Requests to the Publisher for permission should be
`addressed to the Permissions Department, John Wiley & Sons, Inc., 11] River Street. Hoboken, NJ 07030.
`201-748—6011, fax 201-748—6008. or online at httpflwww.wileycomlgofpennissions.
`
`author shall be liable for any loss of profit or any other commercial damages, including but not limited to
`special. incidental. consequential. or other damages.
`
`For general information on our other products and services, or technical support, please contact our
`Customer Care Department within the United States at 300-762-2974. outside the United States at
`SIT—5726993 or fax 317-572—4002.
`
`Wiley also publishes its books in a variety of electronic formats. Some content mat appears in print may
`not be available in electronic books. For more information about Wiley products, visit our Web site at
`http:!iwww.wiley.com.
`
`library of Congress Cataloging-in-Pubfr‘carion Data:
`
`Peng. William W,
`Fundamentals of tutbomachinery f by William W. Peng.
`p. cm.
`Includes bibliographical references and index.
`ISBN 978—0-470-12422—2 (cloth)
`1. Turbomachines.
`I. Title.
`T1267.P43 2008
`621.406—dc22
`
`2007013502
`
`Printed in the United States of America
`
`10987654321
`
`UTC-2017.002
`
`UTC-2017.002
`
`

`

`66
`
`Centrifugal Pumps
`
`Plot the complete performance curves including the efficiency with a spread sheet (such
`as Excel). Also predict this pump’s performance for N = 1850 rpm.
`
`SOLUTION The relevant formulas are given as
`
`
`pQgH _ 62.4 X 0.00223QH ‘
`”= P..-
`550 Ps
`
`Q2=
`
`
`QiNz
`N;
`
`,H
`
`2
`
`Note: H and PI at Q = 0 are obtained with extrapolation
`
`
`
`QI (gpm)
`0
`
`H, 1ft)
`205
`
`PA.1 (hp)
`28
`
`nl (91;)
`0
`
`Q2 (gprn)
`0
`
`H310)
`384.99
`
`P_..2(hp)
`72.044
`
`n2 (91¢)
`0
`
`285
`
`435
`
`540
`
`785
`
`920
`
`200
`
`195
`
`190
`
`136
`
`172
`
`31
`
`36
`
`42
`
`44
`
`49
`
`46.5194
`
`59.6131
`
`61.8043
`
`83.9558
`
`81.7035
`
`390.45
`
`595.95
`
`739.8
`
`1075.45
`
`1260.4
`
`375.6
`
`366.21
`
`356.82
`
`349.303
`
`79.763
`
`92.628
`
`108.066
`
`113.212
`
`323.016
`
`126.077
`
`46.5168
`
`59.6099
`
`61.8009
`
`83.9512
`
`81.699]
`
`1275
`
`130
`
`58‘
`
`72.3013
`
`1746.75
`
`244.14
`
`149.234
`
`72.2974
`
`r.
`e
`a»
`
`n:
`
`II:
`
`4.4 CAVITATION
`
`
`
`N|=1350rpni
`
`
`
`N2: ISSOrpm
`n. 500
`a: —
`*- 4‘” m—
`
`a.“ 200
`
`
`
`3:
`
`0
`
`0
`
`1000
`Q (sum)
`
`2000
`
`Cavitation is a phenomenon which may occur in all hydraulic machines and systems.
`When the local pressure reaches a certain low value close to the vapor pressure corre-
`sponding to the fluid temperature, part of the fluid will vaporize and cause a change
`of flow pattern. In a centrifugal pump. this happens in the vicinity of the impeller
`inlet. The occurrence of cavitation causes noise, vibration, and deterioration of per-
`formance, as shown in Figure 4.10. In the long run.
`it will also damage the pump
`components, because of the impinging forces resulting from vapor bubbles collapsing
`at the higher pressure regions in the flow passage. This is called cavitation erosion.
`
`UTC-2017.003
`
`UTC-2017.003
`
`

`

`4.4 Cavitation
`
`cos 2745-2
`
`67
`
`EGOULDS PUMPS CENTRIFUGAL JUMP CHARACTERISTICS
`
`
`
`
`
`RPM 3560
`0100003700
`Size: 1.5X3‘9Nv MSX
`
`Pattern: 55112468026
`
`Area: 8.2 In3
`E
`Prelerrad Opalannq Heqi0_n-. 70 lo 120 ‘20 0! BE;‘
`
`130
`
`160
`
`5ft
`
`l—
`
`l
`43
`
`0
`
`4
`
`an
`
`L
`
`“
`
`Bit
`—l
`l—
`EA'T/ /
`1n
`
`25ft
`
`10ft
`
`5
`
`15‘
`
`~ 140
`'3
`:.
`|~120$
`2
`-
`100 g
`—— "
`
`x
`
`-
`
`5
`
`amp
`
`150
`
`9
`
`m
`
`mm:
`
`——i
`
`|____
`
`— 00
`
`_‘1- 60
`
`jw
`
`r 20
`
`600
`550
`
`500
`
`450
`E
`"
`§4°° 0.2m
`‘ 350
`‘3
`" 300
`
`.
`Bln
`
`250
`200 ?in
`Bin
`
`100
`
`50
`
`
`
`0
`
`.
`1—-
`.
`w—
`.
`u
`0
`40
`30
`120
`150
`200
`240
`280
`0
`10
`20
`30
`40
`00
`Capacity
`(5}
`
`50
`
`320
`
`—1
`?0
`
`gpm
`m3mr
`
`0
`
`CAPACITY— 01%
`so 00100
`200
`-
`'
`-
`
`-
`
`400
`--
`
`10
`
`-
`
`20
`
`r
`
`40
`'
`x
`
`
`
`1200
`1
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`__._
`
`
`
`
`
`201
`-
`
`10.
`10
`
`
`
`
`
`3
`E
`m
`E
`I
`2
`Lu
`f
`20 d:
`I—
`o
`l-
`
`10
`
`_
`
`.-
`
`=
`m E
`
`.
`.
`nun...
`_
`h
`
`H.
`0...
`..
`_.
`' ;, .. r; _y
`.
`__
`
`
`
`
`-
`111149104”
`..
`.00.
`..
`
`
`
`.
`-I- "-
`'- _.__
`..-
`-'
`'
`F
`I IIIM§ha-fl-é_.__
`H -millil‘ ‘Ei’lfiflifllllF
`IL 200 —I_——-__.
`I
`_.__
`__._a
`I
`y
`I
`r; “M :
`..;-:
`1
`1
`._
`~11" 1 *w‘ egn.’1_‘
`I
`n
`.
`‘ "
`‘
`5
`n
`V
`-
`’
`r I»
`'
`‘—
`I 1
`"l—--
`l—IA—“lgld’ E
`I
`-
`2' g'
`.. “a”? H"
`" -——=*'-
`‘
`
`5 70 Mug—r4 -.
`9-
`-
`.____l,_
`so .__
`I_
`..
`--~
`._
`.
`_
`
`50
`-
`.
`40 .
`30?
`
`.
`.5
`
`‘
`
`_+
`
`
`
`.
`
`.= .
`.
`
`-
`
`
`
`
`
`
`
`
`
`
`__ _._____
`._______ .
`.|_ . .___..
`._____. l.. ...I._l_._ __..
`20
`30
`40500070 90
`0000001000
`200 300 400
`2000 30004000 0000 10000
`CAPACITY— GALLONS PER MINUTE
`{D}
`
`__
`
`I
`
`C3560RPM
`
`C 1780 RPM
`
`(a) Performance curves of pump (size 1.5 x 3-9N) with impeller trimmed,
`Figure 4.7
`(1?) Composite petfonnance chart of different sizes of a pump model. (Courtesy of Goulds
`Pumps, ITT Corp. Seneca Falls. NY.)
`
`
`
`UTC-2017.004
`
`UTC-2017.004
`
`

`

`
`
`
`
`
`
`
`
`
`
`_|
`
`
`
`68
`
`200
`130
`E
`o 1 60
`c
`~0— 140
`E
`g 120
`in.
`g 100
`80
`
`I
`
`Centrifugal Pumps
`
`
`_
`i
`_ 250
`
`
`1 “a =
`900 Double suclion
`159ng Double suction
`m
`3
`fi
`2200
`E
`fi
`5 200
`4
`3000
`o
`4000
`5700 Single suction
`E
`g
`5?00 Single suction
`9200
`9200
`a:
`
`S 150
`8
`$100
`o
`3:?
`0
`o 5
`ix
`9
`m
`
`
`
`—|
`
`600
`
`25
`
`100
`r5
`50
`Capacity. percent or normai
`
`125
`
`1'50
`
`0
`
`25
`
`10°
`75
`59
`Capacrty. percent of normal
`
`‘25
`
`‘50
`
`0
`
`(:3) Brake horsepower vs. capacity
`(3) Head vs. capacity
`Figure 4.8 Effect of specific speed (impeller type) on pump performance curve shapes. (Reprinted by permission
`from Stepanoff. AJ. Centrifugal and Axin Flow Pumps, 2nd ed., John Wiley & Sons. New York, [957.)
`
`
`
`Casing
`
`
`
`Figure 4.9
`
`Flow recirculation at impeller inlet and outlet. for partial through flow rate.
`
`In some high—quality pumps, an inducer such as shown in Figure 4.1110 is installed
`upstream of the impeller to improve the cavitation performance.
`In order to prevent the occurrence of cavitation, a certain minimum pressure must
`be imposed at
`the pump inlet. A parameter called the NPSP (net positive suction
`pressure) or NPSH (net positive suction head = NPSprgJ is used to designate this
`minimum inlet pressure. It
`is defined as NPSP : pm h p1,, where pm is the total
`pressure at the pump suction flange and p... is the vapor pressure corresponding to the
`pumped fluid temperature, which can be obtained from steam tables in the case of
`
`UTC-2017.005
`
`UTC-2017.005
`
`

`

`4.4 Cavitation
`
`69
`
`Without
`cavitation
`
`liead.}i
`
`was
`
`
`
`/\\
`
`cavnanon
`
`
`Howram.Q
`
`Figure 4.10
`
`Performance deterioration due to cavitation.
`
`
`
`lnducers to improve cavitation performance. (Courtesy
`Figure 4.11
`of lngersoll—Rand Company. Phillipsburg. NJ.)
`
`water. For each pump, the required NPSP also varies with respect to the flow rate, as
`shown in Figure 4.70:. It is called required NPSP or NPSPR. Other parameters are also
`used in industry, such as the Thomas parameter or : NPSHI‘H‘ where H is the pump
`discharge head, the cavitation parameter r = NPSP/pU '2 or the suction specific speed
`S = NQ0'5l(NPSH)U'75 in the dimension of rpm{gpm}0'5i’ft0'75. The values of these
`parameters for each pump have to be determined from laboratory tests or empirical
`correlations. The onset of cavitation always takes place at the impeller inlet tip. where
`the relative flow velocity is maximum. but the detailed flow pattern is difficult to
`determine, unless CFD software is used.
`
`A typical cavitation test result is shown in Figure 4.12. Detailed discussion on
`the test facility and procedure will be given in a later section. The required NPSP is
`usually set at a 3% drop in efficiency. The general range of suction specific speeds
`with the dimension indicated above for the properly designed pumps is estimated by
`G. F. Wislicenus11 as follows:
`
`Single—suction pumps with overhung impeller
`Single—stage pumps with shaft running through impeller inlet
`Single-suction high—pressure multistage pumps
`
`7500 < S «c 10000
`6500 < S <
`9000
`5500 < S <
`T500
`
`UTC-2017.006
`
`UTC-2017.006
`
`

`

`70 Centrifugal Pumps
`
`N: const.
`
`“X”.
`DrainorI)HIH,
`
`NPSH 0W1
`
`Figure 4.12 Typical cavitation test result.
`
`The lower value of suction specific speed means poor cavitation performance, since
`it requires higher NPSH.
`
`In selecting a pump for a hydraulic system, the pressure at the pump inlet should be
`such that its corresponding available NPSP be greater than the required NPSP specified
`by the pump manufacturer, that is, NPSPA > NPSPR. The available NPSP or NPSPA
`can be calculated according to the system condition. Two examples are illustrated in
`Figure 4.13. If the pump is required to pump water from an open tank, the available
`NPSP at the pump inlet is
`
`NPSPA = P01 - p..- : p] + 501’? — p1. 2 pa i- ng — Pf — p...
`
`where the minus sign is for the lift when the pump centerline is above the tank water
`level and the plus sign is for the head when the pump centerline is below the tank
`water level. Whiie pf is the pressure drop due to friction in the suction pipe, pa is the
`atmospheric pressure, which will be lower at higher altitude. Or pa = p,
`is the tank
`pressure for an enclosed tank.
`to have a lower required
`To improve a pump‘s cavitation performance, that is,
`NPSP, it is important to streamline the flow at the suction area. For the high-specific-
`speed pumps (mixed- or axial-flow impeller), a higher number of vanes will help. For
`the low-specific~speed pumps (radial—flow impeller), removal of some vanes at the lead-
`ing edge to increase flow passage area can generally improve cavitation performance.
`Also, to reduce the noise and vibration due to cavitation, a small amount of air can be
`
`l
`
`introduced to reduce the collapsing forces of vapor bubbles.
`
`Example 4.3
`
`Plot the performance curves of the pump with 8—in.
`typical form shown in Figure 4.6%).
`
`impeller in Figure 4.70:
`
`in the
`
`
`
`(a) Lift
`
`(a) Head
`
`Figure 4.13 Available NPSP with system lift and head.
`
`UTC-2017.007
`
`UTC-2017.007
`
`

`

`4.4 Cavitation
`
`71
`
`The expression P5 = pQgHI‘n = 62.4 x 0.00223QH1’1} is used to
`SOLUTION
`calculate the shaft power for all finite flow rate conditions. For the shutoff condition,
`since I} is zero, P5 has to be extrapolated. Also 0.1H is plotted, instead of H in the
`same chart. because its order of magnitude is higher than the others.
`
`
`
` Q (gpm) 1010 (0) eff (96) NPSHR (m Ps (hp)
`
`
`
`
`
`
`
`40
`30
`120
`
`27
`26.5
`25.5
`
`30
`42.5
`52
`
`5
`55
`6.1
`
`9.103
`12.62024
`14.88808
`
`17.13439
`7.5
`56.7
`24
`160
`19.08596
`11.5
`57
`21.5
`200
`
`220 20.42569 20 54.5 16
`
`
`
`
`Pump performance curves
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`o HMO (ft)
`- eff (%)
`n NPSHR (ft)
`0 PS (hp)
`
`
`
`HHOflI).eff(%).NPSHRm).Ps(hp}
`
`
`
`
`
`0
`
`SU
`
`150
`100
`Flow rate Q {gpml
`
`200
`
`250
`
`Note: The efficiency and NPSHR are read from the constant contours with inter—
`polation and P5 is calculated with the above equation.
`
`Example 4.4
`
`The pump with impeller trimmed to 8-in. in Figure 4.7a is
`selected for the system shown. Read the head, flow rate,
`and NPSHR at the hop. Determine the minimum height Z
`required if the tank pressure is 20 psia, friction loss in the
`suction line is 1.5 psi at 50 gpm. and water temperature is
`150°F.
`
`
`
`UTC-2017.008
`
`UTC-2017.008
`
`

`

`72
`
`Centrifugal Pumps
`
`SOLUTION From Figure 4.70. H = 235 ft, Q = 170 gpm at b.e.p. of 57.5%. The
`corresponding NPSHR is 8.7 ft. From the steam table we have 3)., = 3.73 psia at T =
`150°F and NPSPA = p, —- p; + ng — pr 3 NPSPR. So we have
`9
`*
`pg
`[0
`X (50
`62.4
`144
`170 "
`p! _ pf _ .01:
`Z>NPSHR—-————————=8.7— 2 —1.5 x —3.73 ——,
`
`orZ 3 8.7 + 2.5 = 11.2ft.
`
`4.5 PERFORMANCE MODIFICATIONS
`
`toward reduced efficiency, head, and capacity.
`
`4.5.] Effects of Viscosity
`
`increases.
`
`UTC-2017.009
`
`UTC-2017.009
`
`

`

`SOLUTION The specific speeds for all three options are calculated as follows:
`
`References
`
`105
`
`_ 3600 x 5000‘5
`_
`0.5
`.
`_ 995 rpm x gpm /f
`N“, _
`350035
`4320 X 5000‘5
`167
`4
`N
`600 (mm)
`N ,
`3500,75
`,=__———:119.
`“=3
`From Figures 4.20 and 4.36. we obtain 11., = 0.75, Dm = 1.7. m, = 0.78. D53, 2 1.4, at =
`0.80, D... = 1.1, and the diameters D, = D_.,.Q°-5tH02-‘ = 1.7(5000-5t3500-25} = 8.8 in..
`D5 = 7.2 in., and Dc 2 6.8 in. The output hydraulic power can be calculated as
`
`=
`
`3.
`
`0.?5
`
`
`500‘15
`
`Pt = ngn = 500 x 0.00223 x 62.4 x 350 : 24,352ft-lbf/s = 44.3 hp = 33 kW.
`
`i
`
`Hence the electrical power required P9 = P;.l(npump >< rim, x ammo.) can be calculated
`for the three options as
`
`P— 33 —489kw
`“‘0.75x0.9‘
`‘
`
`‘
`
`-495kW
`3’3
`P—
`”_0.7sx0.95x0.9_‘
`33
`P..=———-=45. w.
`0.80x0.9
`8k
`
`‘
`
`REFERENCES
`
`l. Karassik. I. .|.. Krutzsch, W. C., Fraser. W. H., and Messina. J. P. (Ed). Pump Handbook.
`McGraw-Hill. New York. 1976.
`2. Stepanoff. A. J.. Centrfugal arid Axial Flow Pumps. John Wiley & Sons, New York,
`1957'.
`3. Hydraulic Institute. Hydraulic lnstitute Centrifugal Pumps Tests—2000. Hydraulic Institute,
`Parsippany. NJ.
`4. Hydraulic Institute. Hydraulic institute Vertical Pump Tests—2000. Hydraulic Institute. Par—
`sippany. NJ.
`5. Peng. W. W. and Jenkins, P. 15., “Hydraulic Analysis on Component Losses of Centrifugal
`Pumps." Symposium Proceeding of Perfomiance Characteristics of Hydraulic Turbines and
`Pumps, pp. 121-125, ASME Annual Meeting, Boston. MA. Dec. 1983.
`6. Goulds Pumps, Industrial Products Groups. Goulds Pump Manual GPM5. Goulds Pumps,
`IT'T Corp.. Seneca Falls, New York. 1983.
`"i. Fraser. W. H. “Recirculation in Centrifugal Pumps.” Proceeding of IO" Annual Turbo-
`machinery Symposium. pp. 95—100, Dec. 1981. Texas A&M University, College Stat-
`ion, TX.
`.I. “Inlet Recirculation in Centrifugal Pumps," Symposium Proceeding of Per-
`8. Tuzon. J.
`fonnance Characteristics of Hydraulic Turbines and Pumps, pp. 195—200. ASME Annual
`Meeting, Boston. MA. Dec. 1983.
`9. Alpan. K. and Peng W. W., "Suction Reverse Flow in an Axial-Flow Pump," J. Fluids
`Eng. ASME Trans. Vol. ll3. N0. 1. pp. 90—97. Mar. 1991.
`
`UTC-2017.010
`
`UTC-2017.010
`
`

`

`106
`
`Centrifugal Pumps
`
`10.
`
`ll.
`12.
`
`l3.
`
`14.
`
`15.
`
`l6.
`
`17.
`
`18.
`
`19.
`
`20.
`
`ingcrsoil-Rond's High Speed Pump: Your Logical Choice.
`Ingersoll—Rand Pumps,
`Ingersoll—Rand Company. Phillipsburg, NJ, 1983.
`Wislicenus, G. P., Fiuia' Mechanics of Turbomocninerv, McGrawvHill, New York, 1947.
`Sheth, K. K., Morrison, G. L. and Peng, W. W., “Slip Factors of Centrifugal Slurry Pumps,"
`J. Fluids Eng. ASME Trans, Vol. 109, pp. 313-318, Sept. 1987.
`Peng, W. W.. "Nonequilibrium and Dissolved Gas Effects on Cavitation in Centrifugal
`Pumps," Proceeding of Cavitation and Polyphase Flow Forum, pp. 46—48, ASME Fluids
`Engineering Meeting. June 1983.
`Church, A. H., Centrifiigol Pumps and Blowers, Robert E. Krieger Publishing, Huntington,
`NY, 1972.
`Hydraulic Institute, Hydrouiic Institute Engineering Data Book, Hydraulic Institute, Parsip~
`pany, NJ, 1979.
`American Petroleum Institute, Centrifitgoi Pumps for Petroleum, Heavy Duty Chemicoi and
`Gas industrv Services, AP! Standard 610. 8’” Ed, American Petroleum Institute, Washington,
`DC, 1995.
`Neerkcn, R. F., “Selecting the Right Pump,” in Fluid Movers. Pumps, Compressor. Fons
`and Biowers, J. Matley and the staff of Chemical Week Associates (Eds), McGraw—Hill,
`New York, 1979, pp. 122—133.
`Peabody Floway, Inc., Turbine Data Handbook. i“ coi, Peabody Floway, Inc'., Fresno, CA,
`1987.
`Schivley, G. P. and Dussourd, J. L., “Analytical and Experimental Study of a Vortex Pump,“
`J. Basic Eng. ASME Trans. pp. 889—900, Dec. 1970.
`Balje. O. E., Turbomocht’nes. John Wiley & Sons, New York, 1981.
`
`PROBLEMS
`
`4.1
`
`Test results on a single-stage, single—suction mixed—flow water pump operating at 575 rpm
`are given as follows:
`
`7600
`7000
`5000 6000
`4000
`3000
`2000
`1000
`0
`Flow rate (gpm)
`16
`19.2
`27
`23.5
`30
`32.5
`35.0
`37.2
`39.5
`Head (ft)
`81
`86
`84
`88
`75.5
`65.6
`50.0
`27.6
`0
`Efficiency (“/20
`_______________———————-
`
`(a) Plot curves for these values and the brake horsepower curve.
`{13) On the same sheet. draw the brake horsepower curve when the liquid pumped has a specific
`gravity of 0.9 but otherwise is the same as water.
`
`4.2
`A centrifugal pump whose performance curves are shown in Figure 47.1 is used to pump
`water of 150°F from a tank as shown. If an impeller trimmed to 8—in.
`is used, determine the
`flow rate and the motor power input at the best efficiency point and the minimum tank pressure
`required to avoid cavitation at the pump inlet (friction loss in the suction pipe is 0.8 ft).
`
`UTC-2017.011
`
`UTC-2017.011
`
`

This document is available on Docket Alarm but you must sign up to view it.


Or .

Accessing this document will incur an additional charge of $.

After purchase, you can access this document again without charge.

Accept $ Charge
throbber

Still Working On It

This document is taking longer than usual to download. This can happen if we need to contact the court directly to obtain the document and their servers are running slowly.

Give it another minute or two to complete, and then try the refresh button.

throbber

A few More Minutes ... Still Working

It can take up to 5 minutes for us to download a document if the court servers are running slowly.

Thank you for your continued patience.

This document could not be displayed.

We could not find this document within its docket. Please go back to the docket page and check the link. If that does not work, go back to the docket and refresh it to pull the newest information.

Your account does not support viewing this document.

You need a Paid Account to view this document. Click here to change your account type.

Your account does not support viewing this document.

Set your membership status to view this document.

With a Docket Alarm membership, you'll get a whole lot more, including:

  • Up-to-date information for this case.
  • Email alerts whenever there is an update.
  • Full text search for other cases.
  • Get email alerts whenever a new case matches your search.

Become a Member

One Moment Please

The filing “” is large (MB) and is being downloaded.

Please refresh this page in a few minutes to see if the filing has been downloaded. The filing will also be emailed to you when the download completes.

Your document is on its way!

If you do not receive the document in five minutes, contact support at support@docketalarm.com.

Sealed Document

We are unable to display this document, it may be under a court ordered seal.

If you have proper credentials to access the file, you may proceed directly to the court's system using your government issued username and password.


Access Government Site

We are redirecting you
to a mobile optimized page.





Document Unreadable or Corrupt

Refresh this Document
Go to the Docket

We are unable to display this document.

Refresh this Document
Go to the Docket