SOW_Attachment_7.g._-_Fire_Hydrant_Flow_Test_Report.pdf

PDF 1 MB Posted

Attached to
Construction of the Explosive and Ammo Loading/Unloading Apron at MK Air Base, Romania
Solicitation number
W912GB19R0028
Issued by

About this file

SOW attachment 7g Fire Hydrant Flow Test

View the file

Other files

File Type Posted
MKAB_CargoApronRFP_CombinedSurvey_(2).dwg DWG drawing
Bid_Schedule_Sample-_W912GB19R0028_23MAY2019.pdf PDF
MKAB Haz Cargo RFP - RFI Amended Dwgs 20 MAY 2019.pdf PDF
MKAB Haz Cargo RFP - Corrected Final v5.pdf PDF
PumpHouse.pdf PDF
W912GB19R0028-P0002.pdf PDF
Bid Schedule - MKAB Corr Final RFP REV 14MAY2019.pdf PDF
Tank.pdf PDF
20180508_144259.jpg JPG image
20180508_142856.jpg JPG image
7939117 ATTACHMENT Utility Hookups.PDF PDF
CD-102 MKAB Explosive Cargo.pdf PDF
20180508_142823.jpg JPG image
20190422_135411.jpg JPG image
7920099 ATTACHMENT.PDF PDF
20190422_133318.jpg JPG image
7965953 ATTACHMENT.PDF PDF
20180508_142343.jpg JPG image
20180508_143051.jpg JPG image
20180508_143209.jpg JPG image
20180508_141743.jpg JPG image
20180508_144939.jpg JPG image
20190422_135357.jpg JPG image
W912GB19R0028-00001.pdf PDF
Compiled_PreProposal_Slides_Explosive_Cargo_Apron_MK_Romania_9Apr19.ppt PPT presentation
Site_Visit_Sign_In_Roster.pdf PDF
Sol_Attachment_6_-_BANK_LETTER_OF_GUARANTEE.docx DOCX document
Sol_Attachment_5_-_BANK_LETTER_OF_ASSURANCE.docx DOCX document
SOW__7.0_-_MKAB_Haz_Cargo_RFP_-_Corrected_Final_v3.pdf PDF
Sol_Attachment_4_-_Letter_of_Commitment_Sample.docx DOCX document
Sol_Attachment_1_-_Overview_Experience.docx DOCX document
SOW_Attachment_7.a._-_RFP_Drawings_MKAB_Haz_Cargo.pdf PDF
Sol_Attachment_3_-_PastPerformanceClientForm.docx DOCX document
SOW_Attachment_7.e._-_Geotechnical_Report_MKAB_Haz_Cargo.pdf PDF
SOW_Attachment_7.d._-_Form_DD_1354_MKAB_Haz_Cargo.pdf PDF
SOW_Attachment_7.f._-_Environmental_Site_Assessment_MKAB_Haz_Cargo.pdf PDF
Sol_Attachment_2_-_Experience_Info_Sheet.docx DOCX document
SOW_Attachment_7.c._-_Price_Schedule_-_Romania_Explosive_Apron_5_FEB_2019.pdf PDF
Price_and_Payment_Procedures_-_Romania_Explosive_Apron_Solicitation.pdf PDF
SOW_Attachment_7.b._-_Project_UFGS_Specifications_List_and_Division_00_and_01_Specifications_MKAB_Haz_Cargo.pdf PDF
W912GB19R0028_Solicitation_Cargo_Apron,_MK_Romania.pdf PDF
01-Base_access_blank_form_MK.XLSX XLSX spreadsheet
Show all 42

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Fire Hydrant Flow

Test Report

We Deliver May 25, 2018

Page | 1

Fire Hydrant Flow Test Report | FOR OFFICIAL USE ONLY | May 25, 2018

Code of Business Conduct 2015 KBR Fire Hydrant Flow Test Report

1. The first test was performed on May 24, 2018 during off-peak hours. The test started at 1:30 PM and had the following results:

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant # 2):

Static pressure: 85 psi;

Residual pressure (with one flow hydrant #1 fully open): 70 psi.

Flow hydrant result (hydrant # 1):

Pitot pressure: 28 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5 p = 28

𝑄 = 29.84 ∗ 0.9 ∗ 2.52√28 = 888.18 𝑔𝑝𝑚

𝑄𝑓 = 𝑄 [ 𝑃𝑠 − 20

𝑃𝑠 − 𝑃𝑟

0.54

𝑄𝑓 = 888.178 [ 85 − 20

85 − 70

= 1960.577 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 2

2. The second test was performed on June 29, 2017 during peak hours. The test started at 2:00 PM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #6):

Static pressure: 75 psi;

Residual pressure (with one flow hydrant #5 fully open): 70 psi.

Flow hydrant result (hydrant #5):

Pitot pressure: 22 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5 p = 22

𝑄 = 29.84 ∗ 0.9 ∗ 2.52√22 = 787.28 𝑔𝑝𝑚

𝑃𝑠 − 𝑃𝑟

𝑄𝑓 = 787.28 [ 75 − 20

75 − 70

= 2873.963 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 3

3. The third test was performed on May 24, 2018 during peak hours. The test started at 2:15 PM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #7):

Static pressure: 65 psi;

Residual pressure (with one flow hydrant #8 fully open): 60 psi.

Flow hydrant result (hydrant #8):

Pitot pressure: 24 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5 p = 24

𝑄 = 29.84 ∗ 0.9 ∗ 2.52√24 = 822.293 𝑔𝑝𝑚

𝑃𝑠 − 𝑃𝑟

𝑄𝑓 = 822.293 [ 65 − 20

65 − 60

= 2693.503 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 4

4. The fourth test was performed on May 24, 2018 during peak hours. The test started at 2:30 PM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #12):

Static pressure: 60 psi;

Residual pressure (with one flow hydrant #11 fully open): 55 psi.

Flow hydrant result (hydrant #11):

Pitot pressure: 24 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5

𝑃𝑠 − 𝑃𝑟

60 − 20

60 − 55

= 2527.523 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 5

5. The fourth test was performed on May 25, 2018 during peak hours. The test started at 6:00 AM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #15):

Static pressure: 60 psi;

Residual pressure (with one flow hydrant #16 fully open): 55 psi.

Flow hydrant result (hydrant #16):

Pitot pressure: 24 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5

𝑃𝑠 − 𝑃𝑟

60 − 20

60 − 55

= 2527.523 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 6

6. The fourth test was performed on May 25, 2018 during peak hours. The test started at 6:15 AM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #26):

Static pressure: 70 psi;

Residual pressure (with one flow hydrant #27 fully open): 65 psi.

Flow hydrant result (hydrant #27):

Pitot pressure: 27 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5 p = 27

𝑄 = 29.84 ∗ 0.9 ∗ 2.52√27 = 872.174 𝑔𝑝𝑚

𝑃𝑠 − 𝑃𝑟

𝑄𝑓 = 872.174 [ 70 − 20

70 − 65

= 3024.148 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 7

7. The fourth test was performed on May 25, 2018 during peak hours. The test started at 6:30 AM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #41):

Static pressure: 70 psi;

Residual pressure (with one flow hydrant #40 fully open): 60 psi.

Flow hydrant result (hydrant #40):

Pitot pressure: 25 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5 p = 25

𝑄 = 29.84 ∗ 0.9 ∗ 2.52√25 = 839.25 𝑔𝑝𝑚

𝑃𝑠 − 𝑃𝑟

𝑄𝑓 = 839.25 [ 70 − 20

70 − 60

= 2001.405 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

Page | 8

8. The fourth test was performed on May 25, 2018 during peak hours. The test started at 6:45 AM

Water main diameter: ∅250 𝑚𝑚 (9.84 𝑖𝑛𝑐ℎ) Residual hydrant results (hydrant #47):

Static pressure: 80 psi;

Residual pressure (with one flow hydrant #46 fully open): 75 psi.

Flow hydrant result (hydrant #46):

Pitot pressure: 28 psi.

Discharge: 𝑄 = 29.84𝑐𝑑2√𝑝 c = 0.90 d = 2.5 p = 28

𝑄 = 29.84 ∗ 0.9 ∗ 2.52√28 = 888.18 𝑔𝑝𝑚

𝑃𝑠 − 𝑃𝑟

𝑄𝑓 = 888.18 [ 80 − 20

80 − 75

= 3398.277 𝑔𝑝𝑚 𝑎𝑡 20 𝑝𝑠𝑖

File details come from the government source that posted it.