AWWA A100 2006 with errata 2007
$75.83
AWWA A100-06: Water Wells With Errata-200712
Published By | Publication Date | Number of Pages |
AWWA | 2006 | 102 |
This standard covers the minimum requirements for vertical water supply wells, including geologic/hydrologic conditions and water quality and well construction.
PDF Catalog
PDF Pages | PDF Title |
---|---|
3 | ANSI/AWWA A100-06 |
5 | Committee Personnel |
7 | Contents |
11 | Foreword I. Introduction. |
13 | II. Special Issues. III. Use of This Standard. |
14 | IV. Major Revisions. |
15 | V. Comments. |
17 | AWWA Standard – Water Wells SECTION 1: GENERAL Sec. 1.1 Scope Sec. 1.2 Purpose Sec. 1.3 Application |
18 | SECTION 2: REFERENCES |
19 | SECTION 3: DEFINITIONS |
20 | SECTION 4: REQUIREMENTS Sec. 4.1 General |
21 | Sec. 4.2 Investigation of Geologic and Hydrologic Conditions and Groundwater Quality |
24 | Table 1 USGS grain-size classification |
25 | Sec. 4.3 Material Requirements |
26 | Table 2 Water-well casing materials |
29 | Sec. 4.4 Well Casing |
30 | Table 3 Standard well-casing sizes for wells Table 4 Minimum thickness for steel well casing-single casing |
31 | Table 5 Minimum thickness for two-ply steel well casing Sec. 4.5 Well Screens |
34 | Sec. 4.6 Gravel Pack |
35 | Sec. 4.7 Well Construction |
37 | Table 6 Casing joints |
40 | Sec. 4.8 Well Development |
41 | Sec. 4.9 Well Disinfection Sec. 4.10 Decommissioning of Test Holes, Partially Completed Wells, and Abandoned Wells |
42 | SECTION 5: VERIFICATION Sec. 5.1 Performance Testing |
43 | Sec. 5.2 Water Quality Testing |
44 | SECTION 6: DELIVERY |
45 | APPENDIX A Bibliography |
47 | APPENDIX B Gravel-Pack Installation Methods SECTION B.1: GENERAL SECTION B.2: POURED FROM THE SURFACE WITH DIRECT CIRCULATION |
48 | SECTION B.3: PUMPED THROUGH GRAVEL FEED LINE WITH DIRECT CIRCULATION SECTION B.4: POURED FROM THE SURFACE WITH REVERSE CIRCULATION SECTION B.5: PUMPED UNDER PRESSURE FROM THE SURFACE WITH REVERSE CIRCULATION SECTION B.6: CROSS-OVER METHOD |
51 | APPENDIX C Grouting and Sealing-Methods of Placement SECTION C.1: TREMIE METHOD SECTION C.2: POSITIVE DISPLACEMENT— EXTERIOR METHOD |
52 | SECTION C.3: INTERIOR METHOD—WITHOUT PLUG SECTION C.4: POSITIVE PLACEMENT, INTERIOR METHOD—DRILLABLE PLUG |
53 | SECTION C.5: PLACEMENT THROUGH FLOAT SHOE ATTACHED TO BOTTOM OF CASING |
55 | APPENDIX D Plumbness and Alignment-Procedure for Testing SECTION D.1: PROCEDURE FOR TESTING |
56 | SECTION D.2: APPARATUS REQUIRED FOR PLUMBNESS AND ALIGNMENT TESTS Sec. D.2.1 Plummet Sec. D.2.2 Apex Sec. D.2.3 Pulley |
57 | SECTION D.3: PROCEDURE FOR TEST MEASUREMENTS SECTION D.4: DETERMINATION OF DRIFT (HORIZONTAL DEVIATION) SECTION D.5: ITEMS TO BE PROVIDED BY CONSTRUCTOR |
60 | SECTION D.6: PLOTTING AND INTERPRETATION OF TEST RESULTS |
65 | APPENDIX E Well Development SECTION E.1: WELL DEVELOPMENT PROCEDURE Sec. E.1.1 Test-Pump Capacity Sec. E.1.2 Variable Discharge Rates Sec. E.1.3 Discharge Piping SECTION E.2: MEASUREMENT OF OPERATING PARAMETERS DURING DEVELOPMENT Sec. E.2.1 Discharge Rate |
66 | Sec. E.2.2 Water Elevations Sec. E.2.3 Measurement of Sand Content Sec. E.2.4 Installation of Sand Sampler SECTION E.3: DEVELOPMENT RECORDS |
67 | Sec. E.3.1 Quantity of Gravel Sec. E.3.2 Data to Record SECTION E.4: METHODS OF MEASURING OPERATING PARAMETERS DURING DEVELOPMENT Sec. E.4.1 Step-Drawdown Test Method Sec. E.4.2 Constant-Rate Tests |
68 | Sec. E.4.3 Water-Level Measurements Sec. E.4.4 Air-Line Method Sec. E.4.5 Electric-Sounder Method Sec. E.4.6 Measurement of Sand Content |
69 | APPENDIX F Water Sampling – Suggested Methods SECTION F.1: GENERAL SECTION F.2: A WELL IN A CONSOLIDATED FORMATION SECTION F.3: A WELL IN AN UNCONSOLIDATED FORMATION |
71 | APPENDIX G Factors Influencing the Duration of Pumping Test SECTION G.1: GENERAL SECTION G.2: LOCAL EXPERIENCE |
73 | APPENDIX H Decommissioning of Test Holes, Partially Completed Wells, and Abandoned Completed Wells SECTION H.1: GENERAL SECTION H.2: WELLS IN UNCONSOLIDATED FORMATIONS |
74 | SECTION H.3: WELLS IN CREVICED FORMATIONS SECTION H.4: WELLS IN NONCREVICED ROCK FORMATIONS SECTION H.5: MULTIPLE AQUIFER WELLS |
75 | SECTION H.6: WELLS WITH ARTESIAN FLOW SECTION H.7: SEALING MATERIALS |
77 | APPENDIX I Geophysical Borehole Logs |
79 | APPENDIX J Type of Wells SECTION J.1: GENERAL SECTION J.2: BASIC TYPES OF WELLS Sec. J.2.1 Type 1 |
80 | Sec. J.2.2 Type 2 Sec. J.2.3 Type 3 Sec. J.2.4 Type 4 Sec. J.2.5 Type 5 Sec. J.2.6 Type 6 Sec. J.2.7 Type 7 Sec. J.2.8 Type 8 Sec. J.2.9 Type 9 Sec. J.2.10 Type 10 Sec. J.2.11 Type 11 Sec. J.2.12 Type 12 |
85 | APPENDIX K Collapse Strength of Well Casing SECTION K.1: GENERAL SECTION K.2: COLLAPSING STRENGTH OR HYDRAULIC COLLAPSE PRESSURE VALUES |
87 | SECTION K.3: CASING TENSILE STRENGTH VALUES SECTION K.4: CASING AXIAL COMPRESSIVE STRENGTH VALUES |
88 | Table K.1 Collapse strength of steel well casing |
89 | Table K.1 Collapse strength of steel well casing (continued) |
90 | Table K.1 Collapse strength of steel well casing (continued) |
91 | Table K.2 Axial-compressive strength and tensile strength of steel well casing |
92 | Table K.2 Axial-compressive strength and tensile strength of steel well casing (continued) |
93 | Table K.2 Axial-compressive strength and tensile strength of steel well casing (continued) |
94 | Table K.3 Collapse strength and axial-compression strength of two-ply steel well casing |
95 | Table K.3 Collapse strength and axial-compression strength of two-ply steel well casing (continued) |
96 | Table K.4 Hydraulic collapse pressure and unit weight of PVC well casing |
97 | APPENDIX L Screen Length and Entrance Velocities SECTION L.1: GENERAL SECTION L.2: THEORETICAL RELATIONSHIPS |
98 | SECTION L.3: DESIGN EXAMPLES |