nfcl, mangalore dap/npk plant feasibility study - Environmental ...

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3ANNEXURE-VINote 1: Design relative humidity : 60% @ 35°C for processdesign of air desaturation unit of NPK<strong>plant</strong>Note 2: For <strong>plant</strong> control roomNote 3: For split A.C., extended UPS room and modified transfer towerRainfallDesign rainfall : Annual rainfall 5831 mmWindWind direction :Prevailing direction : Owner to provide.Wind Pressures and Analysis : As per IS-875 - Part-III) –1987Basic wind speed : 39 m / sRisk coefficient K1 : 1.0 as per Table 1.Terrain height / structure size : As per Table 2.Factor K2 :- Category (Terrain) : Category 2Class : As per Cl. 5.3.2.2 BTopography factor : K3 = 1Pressure coefficient on :Roof : Determined in each caseWind ward side : as per Clause 6 of IS-875Lee ward side :Based on above K1, K2 and K3 factors, the basic wind pressure fordifferent class of structures will be calculated.Ht. In (m) Designwind pressurein KN/m²Class ‘A’Designwind pressurein KN/m²Class ‘B’Designwind pressurein KN/m²Class ‘C’10 0.9 0.864 0.78
4ANNEXURE-VI15 0.99 0.936 0.84620 1.026 0.99 0.930 1.128 0.966 0.97250 1.23 1.188 1.092100 1.386 1.338 1.23Note: Linear interpolation for intermediate heights shall befollowed.Barometric PressureMax. barometric pressure : 1.0135 bar aMin. barometric pressure : 1.0011 bar aDesign barometric pressure : 1.007 bar aSeismic FactorSeismic Zone : Zone IIICategory & importance factor considered : As per IS 1893 : Part 4 :2005:Annex APLANT Site ConditionsPLANT AREASite filling up to 5.5meters above MSL.Soil Exploration DataSoil conditions: As per soil report by the JESCO.Net safe Bearing pressure : 3 to 5 mt/m² at 2.0 m depth withFilling of 4.0 m for 25mm settlement.Ground water level : Almost at the existing ground levelFoundation depth (below base line) :of @ 31m.Pile foundation with a length
Page 11 and 12: MANGALORE JESCO SITE MAP
Page 13 and 14: JESCO SITE-MANGALORE
Page 15 and 16: 2ANNEXURE-IVSulphuric acid is used
Page 17 and 18: 4ANNEXURE-IVPipe ReactorThe reactio
Page 19 and 20: 6ANNEXURE-IVThe granulator is a car
Page 21 and 22: 8ANNEXURE-IVTo improve screen effic
Page 23 and 24: 10ANNEXURE-IVTo prevent absorption
Page 25 and 26: 1ANNEXURE-IXENVIRONMENT CONTROL, SA
Page 27 and 28: 3ANNEXURE-IXlower emissions, both t
Page 29 and 30: 5ANNEXURE-IXFire Water Storage & Pu
Page 31 and 32: 2ANNEXURE-VTwo platforms (each15 me
Page 33: 2ANNEXURE-VICLIMATE DATAAir Tempera
Page 37 and 38: 1ANNEXURE-VIITerms of Reference (TO
Page 39 and 40: 3• Identification, quantification
Page 41 and 42: 5ANNEXURE-VII• Collection of demo
Page 43 and 44: 7ANNEXURE-VIIHazard prone operation
Page 45 and 46: 2ANNEXURE-VIIIwhereas the other 55-
Page 47 and 48: 4ANNEXURE-VIIINoise Level inside Pr
Page 49 and 50: INDEXPART ICHAPTER 1CHAPTER 2CHAPTE
Page 51 and 52: CHAPTER - 1PROJECT AT A GLANCE4
Page 53 and 54: CHAPTER - 2EXECUTIVE SUMMARY6
Page 55 and 56: CHAPTER - 3INTRODUCTION8
Page 57 and 58: NPK Fertilizer Manufacturing Plant
Page 59 and 60: Phosphoric AcidP205 : 50 to 54% WtH
Page 61 and 62: Sulphuric Acid StorageCentral Contr
Page 63 and 64: Effluent waterTo be discharged afte
Page 65 and 66: Apart from other equipment for bagg
Page 67 and 68: Available Technologies for DAP / NP
Page 69 and 70: All available process technologies
Page 71 and 72: AVAILABLE PROCESSES FOR NPK / DAPPI
Page 73 and 74: ammoniation in the granulator. This
Page 75 and 76: CHAPTER - 5SITE DETAILS28
Page 77 and 78: 30Note 1: Design relative humidity
Page 79 and 80: 32CHAPTER - 6PLANT DESCRIPTION & CO
Page 81 and 82: 34Sulphuric acid is used for pH and
Page 83 and 84: 36Pipe ReactorThe reaction between
Page 85 and 86:
38The granulator is a carbon steel
Page 87 and 88:
40These mills directly discharge on
Page 89 and 90:
42from ammonia separator. The chill
Page 91 and 92:
44whereas the other 55-65 % is sent
Page 93 and 94:
46CHAPTER -7ENVIRONMENT CONTROL, SA
Page 95 and 96:
48Prevention of Air PollutionEmissi
Page 97 and 98:
50Integration in the whole PlantMod
Page 99 and 100:
52Solid wastesAll solid waste and s
Page 101 and 102:
54(2) Fire protection facilities sh
Page 103 and 104:
56PART II
Page 105 and 106:
581.1 IntroductionOwnerConsultantPl
Page 107 and 108:
60Other parameters considered in fi
Page 109 and 110:
621.1 ConclusionsTotal investment i
Page 111 and 112:
telephone nos. to be given) Mangalo
Page 113 and 114:
loads for the new equipments. But n
Page 115 and 116:
3. Use, storage, transport, handlin
Page 117 and 118:
Sl.No.Information/Checklist confirm
Page 119 and 120:
environment9.3 Set a precedent for
Page 121 and 122:
1. Annexure - I : Site Map2. Annexu
Page 123 and 124:
IDC &WC Margin10.0 Funding10.1 Debt
Page 125 and 126:
Jaiprakash Engineering and steer co
Page 127 and 128:
ISSUED FOR FEASIBILITY STUDYNAGARJU
Page 129 and 130:
ISSUED FOR FEASIBILITY STUDYNAGARJU
Page 131 and 132:
FUEL OILFUEL OILCONDITIONINGUNITISS
Page 134 and 135:
FROMK 11040-PI-UK-100206H018B06H019
Page 136 and 137:
2A/BRESERVOIRA/BRESERVOIR PUMPTURBI
Page 138 and 139:
AMMONIA STORAGE ANDREFRIGERATION SY
Page 140:
TRAIN A DAP/NPKSULPHURIC ACID SHIPU
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