Central Vehicle Wash Facilities - index
Central Vehicle Wash Facilities - ufc_4_214_030001
Unified Facilities Criteria (UFC) - ufc_4_214_030002
Foreword - ufc_4_214_030003
Central Vehicle Wash Facilities - ufc_4_214_030004
Reproduction Authorizaltion/Restrictions
Central Vehicle Wash Facilities - ufc_4_214_030006
Contents - ufc_4_214_030010
Contents - Cont'd - ufc_4_214_030011
List of Figures - ufc_4_214_030012
Chapter 1 Introduction - ufc_4_214_030014
Chapter 1 CVWF Design Concept
Figure 2-1. Standard Central Vehicle Wash Facility Plan
Figure 2-2. Central Vehicle Wash Facility Plan With Bath Prewash
Discharge system
Chapter 3 Master Planning
Figure 3-1. Cahesive Soil Gradation Curve
Figure 3-2. Noncohesive Soil Gradation Curve
Figure 3-3. Soil Classification and Soil Type Number Diagram
Figure 3-4. Vehicle Processing Rates
Bath prewash
Siting - ufc_4_214_030025
Weather
Geology
Utilities - ufc_4_214_030028
Sanitary
Chapter 4 Standard Wash Facility
Figure 4-1 Skewed Wash Station Arrangement
Figure 4-2. Wash Island Plan Showing Spacing
Figure 4-3. Double Tower Island
Figure 4-4. Cross Section of an Island
Figure 4-5. Longirudinal Section of an Island
Figure 4-6. Tower detail in Cross Section
Figure 4-7. Cross Section of a Prench Drain
Section III. Support Facilities
Figure 4-8. Example Floor Plan for the Control Building
Figure 4-9. Control Building Exterior
Chapter 5 Optional Prewash
Figure 5-1. Example Combined bath Lane Facility Plan View
Figure 5-2. Tracked Bath Lane Cross Section
Figure 5-4. Example Outer Wash Island
Figure.Example Cross Section bof a Common Island
Figure 5-6. Tracked Bath Lane
Vehicle spray stands
Figure 5-7. Dual Purpose Lane
Figure 5-8. U-Drain
Figure 5-10 Configuration of U-Drain in the Bath
Figure 5-11. Water Level Control Structure
Section II. Bath Prewash Support Facilities
Chapter 6 Wastewater Treatment
Cleanup time (K)
Water volume
Section III. Primary Treatment
Figure 6-1. Single-Cell Sediment Basin Plan View
Figure 6-3. Dual-Cell Sediment basin Plan View
Figure 6-5. Typical Design Water and Sediment Depths
Sediment basin influent structure
Figure 6-6. Typical Effluent Structure With on Overview Tench.; Sediment Basins Without Bath
Figure 6-6. Typical Effluent Structure With Motorized Gates. Sediment Basins With Bath
Figure 6-8.Sedimentation basin Drain System
Section IV. Secondary Treatment
Figure 6-10 General Schematic of an Intermittens Sand Recycle System
Figure 6-11. Example Equalization Basin Plan View
Influent structure
Sediment removal
Distribution system
Figure 6-13. Distribution System Using Grid Arrangement
Figure 6-14. Distribution Box
Figure 6-15. Distribution System Using Distribution Boxes
Figure 6-16. Collection System
Figure 6-17. Intermittent Sand Filter Cross Section
Figure 6-18. Components of a Lagoon System
Figure 6-19. General flow Schematic of a Lagoon System
Section V. Water Supply Basin
Figure 6-21. General flow Schematic of a total Discharge System
Figure 6-22. Water Supply Basin Plan View
Section VI. Other Treatment System Components
Chapter 7 Other Design Considerations
Systems operating manual
Appendix A Design Example
Table A--1. Number of vehicle types by motor pool assignment
Table A-2. Number of vehicles returning from the field each month.
Figure A-1 Vehicles Returning from the Training Areas each Month
Bathprewash
Engineering and design
Figure A-2. Site Map With a Proposed Layout Fort Swampy
Sizing the treatment system
Figure A-3. Bath Design
Figure A-4. Configuration A
Figure A-5. Configuration B
Figure A-6. Cross Section of the Bath
Rainfall falling on open basins
Rainfall volume added to basins
Table A--3. Summary of CVWF flow rates.
Water volume
Table A--5 Summary of Maximum Volumes
Intermittent sand filters
Figure A-7. Water Volume Configuration: (a) Plan View and (b) Cross Section
Figure A-8.Overall Cell Configuration
Figure A-9. Equalization Basin: (a) Plan View and (b) Cross Section
Figure A-10. Water Supply Basin: (a) Plan View and (b) Cross Section
Figure A-11. Equalization Basin Water Balance Water Volume Versus Time
Figure A-12. Water Supply Basin Capacity
Section I. Abbreviations
Section II. Terms
Section II. Terms - Cont'd - ufc_4_214_030110
Section II. Terms - Cont'd - ufc_4_214_030111
Central Vehicle Wash Facilities - ufc_4_214_030001
Unified Facilities Criteria (UFC) - ufc_4_214_030002
Foreword - ufc_4_214_030003
Central Vehicle Wash Facilities - ufc_4_214_030004
Reproduction Authorizaltion/Restrictions
Central Vehicle Wash Facilities - ufc_4_214_030006
Contents - ufc_4_214_030010
Contents - Cont'd - ufc_4_214_030011
List of Figures - ufc_4_214_030012
Chapter 1 Introduction - ufc_4_214_030014
Chapter 1 CVWF Design Concept
Figure 2-1. Standard Central Vehicle Wash Facility Plan
Figure 2-2. Central Vehicle Wash Facility Plan With Bath Prewash
Discharge system
Chapter 3 Master Planning
Figure 3-1. Cahesive Soil Gradation Curve
Figure 3-2. Noncohesive Soil Gradation Curve
Figure 3-3. Soil Classification and Soil Type Number Diagram
Figure 3-4. Vehicle Processing Rates
Bath prewash
Siting - ufc_4_214_030025
Weather
Geology
Utilities - ufc_4_214_030028
Sanitary
Chapter 4 Standard Wash Facility
Figure 4-1 Skewed Wash Station Arrangement
Figure 4-2. Wash Island Plan Showing Spacing
Figure 4-3. Double Tower Island
Figure 4-4. Cross Section of an Island
Figure 4-5. Longirudinal Section of an Island
Figure 4-6. Tower detail in Cross Section
Figure 4-7. Cross Section of a Prench Drain
Section III. Support Facilities
Figure 4-8. Example Floor Plan for the Control Building
Figure 4-9. Control Building Exterior
Chapter 5 Optional Prewash
Figure 5-1. Example Combined bath Lane Facility Plan View
Figure 5-2. Tracked Bath Lane Cross Section
Figure 5-4. Example Outer Wash Island
Figure.Example Cross Section bof a Common Island
Figure 5-6. Tracked Bath Lane
Vehicle spray stands
Figure 5-7. Dual Purpose Lane
Figure 5-8. U-Drain
Figure 5-10 Configuration of U-Drain in the Bath
Figure 5-11. Water Level Control Structure
Section II. Bath Prewash Support Facilities
Chapter 6 Wastewater Treatment
Cleanup time (K)
Water volume
Section III. Primary Treatment
Figure 6-1. Single-Cell Sediment Basin Plan View
Figure 6-3. Dual-Cell Sediment basin Plan View
Figure 6-5. Typical Design Water and Sediment Depths
Sediment basin influent structure
Figure 6-6. Typical Effluent Structure With on Overview Tench.; Sediment Basins Without Bath
Figure 6-6. Typical Effluent Structure With Motorized Gates. Sediment Basins With Bath
Figure 6-8.Sedimentation basin Drain System
Section IV. Secondary Treatment
Figure 6-10 General Schematic of an Intermittens Sand Recycle System
Figure 6-11. Example Equalization Basin Plan View
Influent structure
Sediment removal
Distribution system
Figure 6-13. Distribution System Using Grid Arrangement
Figure 6-14. Distribution Box
Figure 6-15. Distribution System Using Distribution Boxes
Figure 6-16. Collection System
Figure 6-17. Intermittent Sand Filter Cross Section
Figure 6-18. Components of a Lagoon System
Figure 6-19. General flow Schematic of a Lagoon System
Section V. Water Supply Basin
Figure 6-21. General flow Schematic of a total Discharge System
Figure 6-22. Water Supply Basin Plan View
Section VI. Other Treatment System Components
Chapter 7 Other Design Considerations
Systems operating manual
Appendix A Design Example
Table A--1. Number of vehicle types by motor pool assignment
Table A-2. Number of vehicles returning from the field each month.
Figure A-1 Vehicles Returning from the Training Areas each Month
Bathprewash
Engineering and design
Figure A-2. Site Map With a Proposed Layout Fort Swampy
Sizing the treatment system
Figure A-3. Bath Design
Figure A-4. Configuration A
Figure A-5. Configuration B
Figure A-6. Cross Section of the Bath
Rainfall falling on open basins
Rainfall volume added to basins
Table A--3. Summary of CVWF flow rates.
Water volume
Table A--5 Summary of Maximum Volumes
Intermittent sand filters
Figure A-7. Water Volume Configuration: (a) Plan View and (b) Cross Section
Figure A-8.Overall Cell Configuration
Figure A-9. Equalization Basin: (a) Plan View and (b) Cross Section
Figure A-10. Water Supply Basin: (a) Plan View and (b) Cross Section
Figure A-11. Equalization Basin Water Balance Water Volume Versus Time
Figure A-12. Water Supply Basin Capacity
Section I. Abbreviations
Section II. Terms
Section II. Terms - Cont'd - ufc_4_214_030110
Section II. Terms - Cont'd - ufc_4_214_030111
