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Monday, September 01, 2008

crystallizer for producing high purity sodium chloride.

This invention is directed to a crystallizer, a process and an apparatus
which are particularly suitable for producing high purity sodium chloride.

As discussed in detail in Sodium Chloride: The Production and Properties of
Salt and Brine, Dale W. Kaufmann, 1971, pages 15-21, sodium chloride
crystals are generally in the form of a simple cube without any modifying
faces. However, the presence of certain foreign substances in the solution
from which salt is crystallizing may cause modifications. Skeleton-type
crystals (either octahedrons or combinations of octahedron and cube) may
result from rapid crystal growth without the presence of a foreign
substance. Further, hopper-shaped cubes can be produced by rapid crystal
growth which is parallel to octahedron and dodecahedron faces. By filling
out the cube edges and corners, hopper-shaped depressions are formed at
the center of each of the cube faces. Such hopper-shaped cubes are
particularly preferred where rapid dissolving is desired, such as in some
food and seasoning applications and certain agricultural and chemical
uses.

High purity is another frequently desired characteristic of sodium
chloride. High purity may be desired in combination with rapid
dissolution, as in the situations mentioned above, or high purity may be
wanted for uses such as water softening.

Historically, high purity sodium chloride is manufactured in heated
enclosed evaporators to vaporize solvent water. Production of brine from
sodium chloride requires
energy, typically obtained from fossil fuels. In
order to reduce fossil fuel usage in sodium chloride production, various
arrangements of brine
heaters and evaporators have been designed and
operated. Typical arrangements to enhance efficiency employ multi-effect
evaporation and vapor recompression.

Sodium chloride produced in steam heated enclosed vessel evaporators is
usually granular in size and cubic in crystal geometry. However, as
mentioned above, sodium chloride crystal geometry is not necessarily
cubic. For example, the Alberger process and the grainer process produce
hopper-shaped crystals by open pan methods. Dentritic salt may be produced
in enclosed vessels by introducing foreign substances (crystal habit
modifiers) into the contained brine. Flat flakes may be produced by the
compression of granular sodium chloride.

Solar vaporization of the aqueous solvent in a brine to produce "solar
salt" is an ancient, low-cost alternative to the earlier presented methods
of sodium chloride production. In its simplest form, solar salt is
produ
ed by exposing aqueous sodium chloride brines to sunlight,
evaporating some or all of the aqueous solvent to cause concentration and
thus crystallizing dissolved constituents (such as sodium chloride). The
major disadvantage of solar salt is the reduced sodium chloride purity
when compared to vacuum evaporated sodium chloride.

Another well-known process, sometimes, referred to as the "salting out"
process, provides a relatively low energy, low cost method for the
production of sodium chloride. In a salting out process, two or more
aqueous solutions, each containing a single solute, or more typically,
multiple solutes, are combined. When combined, the resulting aqueous
mixture contains two or more solutes such that the solubility of one or
more of the solutes is exceeded. For example, U.S. Pat. No. 3,832,143
discloses methods for making table-grade sodium chloride by mixing two
brines having two distinct magnesium chloride concentrations, but each
substantially saturated with respect to sodium chloride, to form a crystal
crop of table-grade sodium chloride and a brine depleted in sodium
chloride. The saturated brines may be prepared by solar evaporation of
initial or starting brines such as ocean brines and Great Salt Lake
brines. Specifically, Example II of U.S. Pat. No. 3,832,143 teaches mixing
in a reactor crystallizer a first brine containing, among other things,
1.2 wt. percent Mg, 8.0 wt. percent Na and 14.8 wt. percent Cl and a
second brine containing, among other things, 7.4 wt. percent Mg, 0.6 wt.
percent Na and 20.2 wt. percent Cl. First a slurry, then substantially
pure NaCl, are produced. U.S. Pat. No. 3,832,143 also discloses recycle of
the depleted brine through the solar evaporation system. It should
additionally be noted that U.S. Pat. No. 3,772,202 discloses use of a
solar pond to concentrate a bitterns brine which contains NaCl but
predominates in magnesium chloride. U.S. Pat. No. 3,852,044 discloses a
solar evaporation system which produces sodium crystals, potassium
minerals and an aqueous solution concentrated at least near magnesium
chloride saturation.

SUMMARY OF THE INVENTION

In one embodiment, the current invention is drawn to a flow-through sodium
chloride crystallizer comprised of a vertically oriented crystallizer body
having at least two segments of different cross-sectional area, at least
two inlets for the introduction of saturated MgCl2 brine at a minimum
of two distinct vertical locations having different cross-sectional areas
along the crystallizer body, at least two inlets for the introduction of a
saturated NaCl brine at a minimum of two distinct vertical locations
having different cross-sectional areas along the crystallizer body, at
least one lower outlet for removal of NaCl crystals and at least one upper
outlet for removal of spent brine.

The current invention also entails an apparatus for the production of a
saturated MgCl2 brine and NaCl crystals of varying segregated purity
comprising:

(a) at least one flow-through sodium chloride crystallizer comprised of a
vertically-oriented crystallizer body having at least two segments of
different cross-sectional area, at least two inlets for the introduction
of saturated MgCl2 brine at a minimum of two distinct vertical
locations having different cross-sectional areas along the crystallizer
body, at least two inlets for the introduction of a saturated NaCl brine
at a minimum of two distinct vertical locations having different
cross-sectional areas along the crystallizer body, at least one lower
outlet for removal of NaCl crystals and at least one upper outlet for
removal of spent brine;

(b) a spent brine MgCl2 reconcentration system; and

(c) means for transporting said spent brine from said upper outlet to said
spent brine MgCl2 reconcentration system.

Further, the current invention discloses a process for the preparation of a
NaCl crystals of varying, segregated purity comprising:

(a) introducing an upper saturated MgCl2 brine stream into a
vertically oriented crystallizer body at an upper segment of said
crystallizer body;

(b) introducing a lower saturated MgCl2 brine stream into said
crystallizer body at a lower segment of said crystallizer body, said upper
segment having a greater cross-sectional area than said lower segment;

(c) introducing an upper saturated NaCl brine stream into said crystallizer
body at said upper segment of said crystallizer body;

(d) introducing a lower saturated NaCl brine stream into said crystallizer
body at said lower segment of said crystallizer body;

(e) allowing said brine streams introduced in steps (a) through (d) to mix
in said crystallizer body to produce NaCl crystals and a spent brine
stream;

(f) removing said spent brine stream from the upper portion of said
crystallizer body; and

(g) removing said NaCl crystals from the lower portion of said crystallizer
body.

As used in this Summary of the Invention, "saturated MgCl2 brine" and
"saturated NaCl brine" have the definitions provided below.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a schematic of one embodiment of the flow-through sodium chloride
crystallizer of the current invention.

FIG. 2 is a schematic of one embodiment of the apparatus of the current
invention for producing NaCl crystals.

DESCRIPTION OF THE PREFERRED EMBODIMENTS

As used herein, the following terms have the definitions provided.

The phrase "saturated MgCl2 brine" refers to a substantially saturated
brine having MgCl2 as a principal component and may contain lesser
amounts of other inorganic components including but not limited to
compounds and/or ions of Na, K, Ca, SO4 and Br.

The phrase "saturated NaCl brine" refers to a substantially saturated brine
having NaCl as a principal component and may contain lesser amounts of
other inorganic components including but not limited to compounds and/or
ions of Mg, K, Ca, SO4 and Br.

The sodium chloride crystallizer of the current invention will be described
with reference to FIG. 1.

FIG. 1 illustrates schematically the preferred embodiment of the sodium
chloride crystallizer. At a minimum, the sodium chloride crystallizer is
comprised of a vertically oriented crystallizer body 11 and the various
inlets 16 though 19 and outlets 20 and 21 further described below.
Crystallizer body 11 is comprised of upper segment 12, lower segment 13
and transition segment 14. Upper segment 12 has a greater cross-sectional
area than that of lower segment 13. Although the current invention is not
limited to the following specifications, it is typical for the
cross-sectional area ratio of upper segment 12 to lower segment 13 to be
about 2/1 to about 25/1 and preferably about 3/1 to about 6/1. Transition
segment 14 is provided to supply fluid communication between upper segment
12 and lower segment 13. Optionally, crystallizer body 11 may have a
second transition segment 15 below lower segment 13.

Upper saturated MgCl2 brine inlet 16 and lower saturated MgCl2
brine inlet 17 are positioned at distinct vertical locations along
crystallizer body 11, with the caveat that such locations have different
cross-sectional areas. Although in FIG. 1 upper saturated MgCl2 brine
inlet 16 is located in upper segment 12 and lower saturated MgCl2
brine inlet 17 is located in lower segment 13, it is possible, for
example, to position upper saturated MgCl2 brine inlet 16 in
transition segment 14 and lower saturated MgCl2 brine inlet 17 in
optional second transition segment 15. Upper saturated MgCl2 brine
inlet 16 and lower saturated MgCl2 brine inlet 17 are fed
respectively by upper MgCl2 brine conduit 22 and lower MgCl2
brine conduit 23.

Upper saturated NaCl brine inlet 18 and lower saturated NaCl brine inlet 19
are positioned along the crystallizer body 11, with the caveat that such
locations have different cross-sectional areas. Although in FIG. 1 upper
saturated NaCl brine inlet 18 is located in upper segment 12 and lower
saturated NaCl brine inlet 19 is located in optional second transition
segment 15, it is possible, for example to position upper saturated NaCl
brine inlet 18 in transition segment 14 and lower saturated NaCl brine
inlet 19 in lower segment 13. Upper saturated NaCl brine inlet 18 and
lower saturated NaCl brine inlet 19 are fed respectively by upper NaCl
brine conduit 25 and lower NaCl brine conduit 26. Lower outlet 20 is
positioned in either the optional lower transition segment 15 or
(particularly if lower transition segment 15 is not present) in lower
segment 13.

Lower outlet 20 is provided for the removal of a slurry of high purity
(typically greater than 99.80% purity) sodium chloride. Also, a
surprisingly high percentage of such sodium chloride will be in the form
of hopper-shaped cubes. Conduit 28 is provided for further transport of
the slurry. Typically, the sodium chloride slurry is transported to
dehydration equipment (such as centrifuges) for removal of water from the
slurry. Upper outlet 21 is provided for the removal of spent brine from
the sodium chloride crystallizer.

In addition to the components described above, the crystallizer of the
current invention may be comprised of additional segments of varying
cross-sectional area, additional transition segments and additional inlets
and outlets for the MgCl2 brines, NaCl brines, slurries, and
crystallized sodium chloride.

The apparatus and process of the current invention may be further described
with reference to FIG. 2. The apparatus of the current invention is
comprised of one or more sodium chloride crystallizer body 11. Sodium
crystallizer body 11 is illustrated in detail at FIG. 1 and described in
detail above. Each sodium chloride crystallizer body 11 is fed by at least
two saturated MgCl2 brine streams through upper saturated MgCl2
brine inlet 16 and lower saturated MgCl2 brine inlet 17. Inlets 16
and 17 are supplied via upper MgCl2 brine conduit 22 and lower
MgCl2 brine conduit 23, respectively. Conduits 22 and 23 may be fed
from one saturated MgCl2 brine conduit 24 (as shown in FIG. 2) or
from separate saturated MgCl2 brine supply sources.

Each sodium chloride crystallizer body 11 is also fed by at least two
saturated NaCl brine streams through upper saturated NaCl brine inlet 18
and lower saturated NaCl brine inlet 19. Inlets 18 and 19 are supplied via
upper NaCl brine conduit 25 and lower NaCl brine conduit 26, respectively.
Conduits 25 and 26 may be fed from one saturated NaCl brine conduit 27 (as
shown in FIG. 2) or from separate saturated NaCl brine supply sources.

A slurry of sodium chloride crystals in brine is removed from crystallizer
body 11 via lower outlet 20 and transported via conduit(s) 28 to a system
suitable and adapted for removing brine from the sodium chloride crystals.
An illustrative brine removal system shown in FIG. 2 is comprised of wash
vessel 29, centrifuge 30 and dryer 31. The brine removed from wash vessel
29 and centrifuge 30 may be recycled back to crystallizer body 11 via
conduits 32 and 33, and, eventually conduit 27.

Spent brine is removed from crystallizer body 11 via upper outlet 21 and
routed for further handling via conduits 34 and 35. The spent brine is
preferably reconcentrated in MgCl2 for recycling to crystallizer 11.
Many means are available to reconcentrate such streams. Preferably, the
spent brine is reconcentrated by a solar evaporation system substantially
similar to the one illustrated at FIG. 2 and described below; however, the
spent brine may be first removed to holding tank 36 prior to
reconcentration. A solar evaporation system requires at least one solar
pond. Most preferably, the solar evaporation system of the current
application is comprised of first solar evaporation pond 37, second solar
evaporation pond 38 and third solar evaporation pond 39. As described in
detail in Example 1 below, a three stage system to reconcentrate
MgCl2 provides three batches of NaCl segregated by purity. In a
preferred embodiment, the NaCl from the first solar pond has an
approximately 99.0 to 99.7% purity, the NaCl from the second solar pond
has an approximately 98.5% to 99.0% purity and the NaCl from the third
solar pond has a purity of less than about 96.0%. Optionally, the solar
evaporation system may contain a spent brine holding tank 36 and a
reconstituted storage tank 40. Alternatively, it may also be desirable to
provide filter 41 and saturator 42 for solids removal and storage tank 43
for holding the reconstituted, filtered saturated MgCl2 brine prior
to supply to crystallizer body 11 via conduits 24, 22 and 23.

One method of supplying NaCl saturated brine for supply to crystallizer
body 11 is illustrated at FIG. 2. The method involves preparing "pickle
brine" (brine which has undergone fractional crystallization in a
so-called "lime pond" to remove a preponderance of the contaminant calcium
sulfate) then storing it at the proper sodium concentration in NaCl brine
tank 44. Additionally, it may be desirable to provide filter 45 and
saturator 46 for solids removal and storage tank 47 to hold the filtered
sodium saturated brine prior to supply to crystallizer 11 via conduits 27,
26 and 25.

As demonstrated by the examples and data which follow, the crystallizer,
apparatus and process of the current disclosure produce high purity NaCl
crystals. Additionally, a surprisingly high percentage of high purity NaCl
crystals produced by the crystallizer, apparatus and/or process of the
current invention are hopper-shaped cubes.

EXAMPLE 1

Process Material Balance

The process of the current invention is demonstrated by the material
balance described in this Example 1. It is understood that this material
balance is only an exemplary process within the scope of the current
invention. It is intended only as one working example of the current
invention. Neither this Example 1 nor the following examples are intended
to limit the scope of this invention.

This Example 1 is discussed with reference to FIGS. 1 and 2 and Table 1.

This material balance was based on a daily production of 500 tons
hopper-shaped NaCl as output (through one or more conduit(s) 28) from one
or more crystallizer body 11. The composition of the NaCl product stream J
(in slurry form) is detailed in Table 1. Approximately 50 to 80% of the
NaCl crystals are hopper-shaped cubes. The hopper-shaped NaCl product may
be further treated in wash vessel 29, centrifuge 30 and dryer 31 to
produce dried, purified hopper-shaped salt granules.

In operation a substantially saturated NaCl brine (1020 gpm) of composition
I is introduced into one or more crystallizer body 11 via conduits 25 and
26 to mix with a substantially saturated MgCl2 brine (870 gpm) of
composition H which is introduced into crystallizer body 11 via conduits
22 and 23. The spent brine of composition A is removed via conduit 34 and
transported via conduit 35. Most desirably the spent brine is
reconstituted and recycled to the one or more crystallizer body 11. Any
reconstitution means which will provide an appropriate saturated
MgCl2 brine for the crystallizer body 11 is acceptable in the current
process. However, a solar evaporation system is employed for this Example
1.

In operation of the solar evaporation system, spent brine may be
transported directly to first solar pond 37. Alternatively, the spent
brine may be sent to spent brine holding tank 36 prior to introduction
into first solar pond 37. First solar pond 37 is of sufficient size to
allow concentration of the brine to composition C. First solar pond 37
produces approximately 146,842 tons per year of about 99.6% purity cubic
NaCl having composition B, a brine of composition C and about 155 million
gallons per year water of evaporation. Brine of composition C is further
concentrated, which is accomplished in this example by use of secondary
solar pond 38 and tertiary solar pond 39. The brine of composition C is
transferred to secondary solar pond 38 having dimensions to produce a
brine of composition E. Secondary solar pond 38 produces 108,216 tons per
year of about 99.5% purity cubic NaCl having composition D, a brine of
composition E and about 101 million gallons per year water of evaporation.
The brine of composition E is transferred to tertiary solar pond 39 having
dimensions to produce a brine composition G. Tertiary solar pond 39
produces 45,360 tons per year of mixed salts having composition F, a brine
of composition G and about 25 million gallons per year water of
evaporation. The mixed salts are predominantly chloride and sulfate salts
of sodium, potassium and magnesium. They may be discarded or treated for
further recovery of the salts. The brine of composition G is typically
sent to reconstituted storage tank 40 prior to treatment in filter 41 and
saturator 42, then holding in storage tank 43 prior to use in crystallizer
body 11. It should be noted that in addition to producing a saturated
MgCl2 brine stream, the tertiary solar evaporation system of this
Example produces NaCl of size and shape equivalent to that produced by
conventional solar evaporation but segregated into three distinct
purities.

In its preferred embodiment, the saturated NaCl brine stream I is prepared
by producing a so-called "pickle" brine in a "lime pond" (not shown) to
remove the impurity calcium sulfate from the brine by fractional
crystallization. The pickle brine of composition P may be stored in NaCl
brine tank 44, treated in filter 45 and saturator 46, then stored in
storage tank 47. The brine transferred from saturator 46 to storage tank
47 may have the composition I or it may have a composition so that when
mixed with composition K in storage tank 47 the output of storage tank 47
will have the composition I.

In order to produce "make-up" saturated MgCl2 brine of concentrations
to replenish the recycled saturated MgCl2 brine for feed to
crystallizer body 11, a portion of the "pickle brine" of composition P may
be treated by solar evaporation processes similar to the evaporation
process of solar ponds 37, 38 and 39. The portion of "pickle brine" is
treated seriatum in solar ponds 50, 51 and 52 to produce brines of
composition Q, R and S. Additionally, approximately 210,600 tons per year
of "conventional" solar salt is produced from solar pond 50. A portion of
the "conventional" solar salt crop (approximately 31,200 tons per year)
may be dissolved in tank 48 to produce a substantially saturated NaCl
solution of Composition N. Brine filter 49 may be used to remove suspended
particulate contaminants. Brine of composition N may be mixed with brine
of composition M removed from centrifuge 30 to provide co-mingled brine of
composition L. This co-mingled brine may be used to wash the salt produced
in crystallizer body 11 free of adhering mother liquor to produce a
washed, purified NaCl of purity greater than 99.8%.


TABLE 1
__________________________________________________________________________
Description of Flowstreams of the Material
Balance of Example 1
Flow-
Composition (% By Weight) Flowrate
stream
Mg+2
Na+
K+
Ca+2
Cl-1
SO4-2
H2 O
(tons/yr.)
__________________________________________________________________________
A 4.56 3.18
0.69 16.74
3.03
71.76
3,821,810
B .06 39.14
.05
0.06
60.53
0.16 155,880
C 5.76 1.93
1.57 18.10
3.66
68.98
2,888,496
D 0.11 39.09
0.08
0.08
60.38
0.26 112,392
E 6.94 1.08
1.48 19.60
4.35
66.55
2,247,192
F 0.08 39.03
0.06
0.10
60.43
0.30 99,648
G 7.50 0.64
0.87 21.00
3.72
66.27
1,995,840
H 7.50 0.68
0.77 21.04
3.84
66.17
287.136*
I 1.02 8.75
0.56 15.56
1.90
72.21
306.662*
J 1.05 8.73
0.49 15.70
1.71
72.31
42.155*
K 0.01 9.20
0.36 15.85
1.24
72.58
57.138*
L NOT DETERMINED
M NOT DETERMINED
N 0.01 10.51
0.01
0.01
16.23
0.01
73.22
15.43*
O 0.02 0.01
0.03 99.94
11.102*
P 1.08 8.65
0.60 15.50
2.05
72.12
1,796,400
Q 1.50 7.40
0.80 15.10
3.00
72.20
R 3.50 5.50
2.20 14.20
6.70
67.66
S 7.50 0.50
0.80 20.50
3.80
66.90
71,539
__________________________________________________________________________
*Indicates "tons/hr." rather than "tons/yr.


EXAMPLE 2

Crystallizer of the Current Invention

A crystallizer similar to that illustrated in FIG. 1 was employed. With
reference to FIG. 1, the crystallizer body had the following dimensions.


______________________________________
Upper Segment 12
27" long × 2" I.D.
Lower Segment 13
44" long × 1" I.D.
Transition Segment 14
2.75" long × 2" I.D. × 1" I.D.
Second Transition
1.75" long × 1" I.D. × 0.375" I.D.
Segment 15
______________________________________


The saturated MgCl2 brine streams and the saturated NaCl brine streams
were introduced at locations as illustrated in FIG. 1. The operating data
are provided at Table 2 for these separate runs through the
above-described crystallizer.


TABLE 2
______________________________________
Crystallizer Operating Data
A B C
______________________________________
Run Length (Hours) 5.0 3.5 15.0
Upper Saturated MgCl2 Brine (gpm)
0.055 0.033 0.067
Lower Saturated MgCl2 Brine (gpm)
0.040 0.034 0.023
Upper Saturated NaCl Brine (gpm)
0.055 0.033 0.073
Lower Saturated NaCl Brine (gpm)
0.058 0.034 0.027
Mg++ Conc. in Saturated MgCl2 Brine
7.0 7.0 7.5
(wt. %)
Na+ Conc. in Saturated NaCl Brine
9.0 9.0 9.0
(wt. %)
Specified Velocity in Upper Segment 12
0.25 0.16 0.23
(in/sec)
Specified Velocity in Lower Segment 13
0.48 0.33 0.25
(in/sec)
Total Lower Feed (gpm)
0.10 0.07 0.05
Total Upper Feed (gpm)
0.11 0.07 0.14
______________________________________


Runs A-C were conducted at ambient temperature and pressure. The NaCl
product from Runs A-C, as determined by microscopic evaluation was
approximately 75 wt. % hopper-shaped cubes and 25 wt. % simple cubes.

EXAMPLE 3

Comparative Example of the Salting Out Process

This Example 3 demonstrates a "salting out" process generally of the type
described in U.S. Pat. No. 3,822,143. A funnel-shaped vertical reactor was
employed. From top to bottom, the reactor comprised a 6.0"
long×18.0" I.D. top section, a 12" long×18.0" I.D.×3.25"
I.D. transition section and a 24" long×3.25 elutrating leg.
Substantially saturated MgCl2 brine and substantially saturated NaCl
were simultaneously fed through separate inputs into the base of the
vertical reactor. The mixed brine was then circulated from the top of the
reactor into the bottom of the elutrating leg. The time of the runs varied
between 4 to 12 hours. The saturated MgCl2 brine input and the
saturated NaCl input were each fed to the reactor at a rate of 0.066 gpm.
The total flowrate to the reactor varied between 2.13 and 3.13 gpm. The
circulation flowrate to the elutrating leg varied between 2.14 and 3.0
gpm. The NaCl product produced this salting out process as determined by
microscopic evaluation was approximately 40 wt. % simple cubes, 60 wt. %
agglomerated cubes and essentially no hopper-shaped cubes.

Saturday, August 30, 2008

DYEING & PRINTING WASH WATER TREATMENT

DYEING & PRINTING WASH WATER TREATMENT:

  1. Holding Tank: Wash water is collected in holding tanks
  2. FM, FLOC, Tube Settler Module: From Holding tank wash water is pumped to chemical treatment unit consisting of Flash Mixer, Flocculator and Tube Settler where lime and ferrous sulfate are added by auto doser in required quantity with effluent and allowed for settling.
  3. FILTERS: The chemically treated water is stored in a bleach tank and pumped through pressure sand filter followed by activated carbon filter.
  4. For zero discharge conditions: Iron removal filter, ion exchange filter and reverse osmosis (RO) system. Double stage RO system (each with six membranes) with spiral wound membrane is in operation. Pump pressure is maintained in the range of 21.2–28.2 kg/cm2 .Rejects of first RO is sent to second RO and the final reject (20%) is sent to Multiple Effect Evaporator (MEE). Condensate water is recycled in the cleaning operations. Outlet with 100 g/L solid content is allowed for solar evaporation and the combined permeate is used in the process.
Saleem Asraf Syed Imdaadullah
Mobile : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
BLOG: http://saleemindia.blogspot.com

Friday, August 29, 2008

Design of V notch for discharge measurement

 

 

Installation Guidelines for V notch

 

 

 

 

  • Use a 2mm Thick Mild Steel plate to make the V notch. Make a 90o V
  • Water surface downstream of the weir should be at least 6 cm below the bottom of the V to allow a free flowing waterfall.
  • The bottom of the "V" only needs to be 10 cm (=P) above the bottom of the upstream channel,
  • the approach channel (=B) only needs to be 2 ft. wide,
  • Head (h) should be measured at a distance of at least 4h upstream of the weir.

 

Q = 4.28 C tan(θ/2)( h+k)5/2

 

where
Q = flow rate (cfs)
C= Discharge Coefficient, C=0.578 for 90o V notch
θ = v-notch angle ( 90o
h = head on the weir (ft)
k = Head Correction factor(Ft)
  • k (ft.) = 0.0144902648 - 0.00033955535 Ø + 3.29819003x10-6 Ø2 - 1.06215442x10-8 Ø3
    where Ø is the V notch angle in degrees ( 90o

 

 

Source: ENVO PROJECTS. NEW DELHI-25 9899300371, 9810004529

Saleem Asraf Syed Imdaadullah
Mobile : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
BLOG: http://saleemindia.blogspot.com

Wednesday, August 27, 2008

latest technology dye waste water treatment ZERO discharge

Effluents are segregated into dye bath wastewater and wash water and treatment is effected

accordingly.

Wash water is collected in holding tanks and pumped to primary treatment unit (lime and

ferrous sulfate slurries are flash-mixed with effluent and allowed for settling). Following

primary treatment the effluent is carried to pressure sand filter, iron removal filter, ion

exchange filter and reverse osmosis (RO) system. Double stage RO system (each with six

membranes) with spiral wound membrane is in operation. Pump pressure is maintained in

the range of 21.2–28.2 kg/cm

2

. Rejects of first RO is sent to second RO and the final reject

(20%) is sent to MEE. Condensate water is recycled in the cleaning operations. Outlet with

100 g/L solid content is allowed for solar evaporation and the combined permeate is used in

the process. Dye bath water is collected in a separate tank and are subject to nanofiltration

after following pre-filtration. Total reject of about 30% is sent for multi effect evaporation

and solar evaporation systems. The permeate is used for preparation of dye bath solution

Saleem Asraf Syed Imdaadullah
Mobile : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
BLOG: http://saleemindia.blogspot.com

Magnesium chloride wastewater treatment

Magnesium chloride, as compared to alum and polyaluminium chloride (PAC) is a less commonly used coagulant in the field of wastewater treatment, with a cost in between alum and PAC. It has been used in this study as a coagulant to investigate the effectiveness in the chemical precipitation method for the removal of colouring matters. The colour concentration of dye solutions was measured by visible spectrophotometry. Parameters such as the effect of pH, the effect of coagulant and coagulant aid dosages and the effect of different coagulants have been studied. The results show that MgCl2 is capable of removing more than 90% of the colouring material at a pH of 11 and a dose of 4 g MgCl2/l of dye solution. MgCl2 is shown to be more effective in removing reactive dye than alum and PAC in terms of settling time and amount of alkalinity required. Optimal operating conditions such as pH value, coagulant dose and effect of polyelectrolyte have been determined. Wastewaters of a dyeing and printing mill on different days have been treated by MgCl2 aqueous solution in bench scale. The treatment of the industrial waste has shown a reduction of 88% in COD and 95% of suspended solids.

Author Keywords: chemical coagulation; colour reduction; textile waste effluent

Saleem Asraf Syed Imdaadullah
Mobile : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
BLOG: http://saleemindia.blogspot.com

Monday, August 11, 2008

Haz folder number AS-667-6-0

haz folder number
AS-667-6-0
 
1. Jan
2.Mai
3.Jethai
4.Shamim
5.Bou
6.Saleem
 
Saleem Asraf Syed Imdaadullah
Mobile : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
BLOG: http://saleemindia.blogspot.com

Wednesday, July 23, 2008

Vermi Composting photographs

for photographs of vermicompost plant
 
 
 
Saleem Asraf Syed Imdaadullah
Envo Projects
Mobiles : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
web: http://saleemindia.blogspot.com

project report vermi composting

 
 
Saleem Asraf Syed Imdaadullah
Envo Projects
Mobiles : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
web: http://saleemindia.blogspot.com

COST ESTIMATE VERMI COMPOST PLANT

Vermi Compost

Vermi compost is a newly developed compost fertiliser which can be used largely instead of inorganic as well as organic fertiliser. Vermicomposting is most suited interms of a balance between cost and effectivity. The production of vermi-compost involves breeding of earth worms in a mixture of cowdung, soil and agriculture residue till the whole mass is converted into cast. This cast is then collected to give the vermicompost. With an eye to all benefits, increasing attention is being focused on breeding of earth worm (vermiculture) and their subsequent use in preparation of manure called vermi compost. There are few organised sectors and few state government as well as central government, some of private organisation also manufactured vermicompost. There is requirement of good advertisement and consciousness towards farmers to the good effect over the existing fertiliser to make popularity of the vermicompost. The demand will be double or tripple in near future. There is good scope for new entrepreneurs.
Plant capacity: 5.0 MT/Day Plant & machinery: Rs. 8.0 Lacs
Working capital: Rs. 9.2 Lacs T.C.I: Rs. 54.3 Lacs
Return: 48.19% Break even: 42.53%
Saleem Asraf Syed Imdaadullah
Envo Projects
Mobiles : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
web: http://saleemindia.blogspot.com

Vermi compostion in INDIA

 source:http://209.85.175.104/search?q=cache:_q99uaPixzIJ:fincomindia.nic.in/fincomnet/rpt_intra/swm_rpt%2520part1.doc+details+design+of+vermi+composting+plant+11+MT+per+day&hl=en&ct=clnk&cd=9&gl=in
 
Introduction

This chapter studies in details six ongoing waste management schemes/programmes/projects in India. While two of these projects concentrate on composting and recycling, four concentrate on waste-to-energy projects. The earlier study includes the Bangalore model and the Jaipur model. For waste-to-energy projects, facilities in Lucknow, Hyderabad, Vijaywada and Nagpur have been studied. The studies also highlights on the environmental and cost sustainability of these projects/programmes. Inputs from these studies have been used to develop pilot cases, along with their cost and financing options; these are outlined in the following chapter. In order to facilitate understanding of the technologies used in these eight cities, short write-ups on some of the technologies used/available have been outlined below. Merits and demerits of some of these technologies are also outlined to assist any policy maker in identifying the best alternate solution to waste disposal depending on local conditions.

3.2 Technologies Available for Municipal Waste Disposal

3.2.1 Composting

Composting is defined as a controlled process involving microbial degradation of organic matter (MoEF, 1999). There are various types of composting, but they can be categorised into three major segments – aerobic composting, anaerobic composting and vermicomposting.

Anaerobic Composting

In this form of composting, the organic matter is decomposed in the absence of air. Organic matter may be collected in pits and covered with a thick layer of soil and left undisturbed for 6-8 months. The compost so formed may not be completely converted and may include aggregated masses (CEE, 2000).

Aerobic Composting

A process by which organic wastes are converted into compost or manure in presence of air, aerobic composting may be of different types. The most common is the Heap Method where organic matter needs to be divided into three different types and need to be placed in a heap one the other, covered by a thin layer of soil or dry leaves. This heap needs to be mixed every week and it takes about 3 weeks for conversion to take place.

In the Pit Method the same process as above in done, but in pits specially constructed/dug out for this purpose.  Mixing has to be done every 15 days and there is no fixed time in which the compost may be ready (depends on soil moisture, climate, level of organic material, etc.). The Berkley Method uses a labour intensive technique and has precise requirements of the material to be composted. Easily biodegradable material, such as grass, vegetable matter, etc., are mixed with animal matter in the ratio of 2:1. This is piled and mixed at regular intervals. Compost is usually ready in 15 days (CEE, 2000).

Vermicomposting

Vermicomposting involves use of earthworms as natural and versatile bio-reactors for the process of conversion. Vermicomposting is done in specially designed pits where earthworm culture also need to be done. As compared to above, this is a much more precision-based option and requires overseeing of work by an expert. It is also a more expensive option (especially O&M costs are high). However, unlike the above two options, it is a completely odour less process making it a preferred solution in residential areas. It also has an extremely high rate of conversion and so quality of end product is very high with rich macro and micro nutrients. The end product also has the advantage that it can be dried and stored safely for longer period of time. 

3.2.2 Waste-to-Energy: Thermo-Chemical Conversion

Incineration

Incineration is the process of controlled combustion at around 800oC for burning of wastes and residue, containing combustible material. The heat generated during this process can be recovered and utilised for production of steam and electricity. This method is usually used to achieve maximum volume reduction, especially where there is a shortage of landfill facilities. It is also usually a cost effective method o disposal (CPCB, 2000). However, in Indian conditions, it is not always very successful due to the low calorific value of Indian wastes (low combustible material). Also it is not classified by the MNES as an innovative practice and so looses out on many incentives otherwise provided by the MNES for WTE plants.

Pelletisation

This refers to creation of fuel pellets (also called refuse derived fuel or RDF) from MSW. Pelletisation generally involves segregation of incoming waste in to low and high calorific material followed by separate shredding. Different heaps of shredded wastes are mixed together in suitable proportions and solidified to produce RDF pellets. Pellets are small cylindrical pieces with a calorific value of 400Kcal/kg. Since this is quite close to calorific value of coal, it can be used as a substitute. However, calorific value of the pellets completely depend on the calorific value of the waste stream which needs to be sorted in Indian conditions to allow only the right type of waste to come through.  

Pyrolysis/Gasification

In this process, combustible material is allowed to dry/dewater and is then subjected to shredding. These are then incinerated in oxygen deficient environment (pyrolysis). Gas produced from this process can be stored and used as combustible source when required. However, quality of the gas also depends largely on quality of waste stream and requires high calorific value waste inputs. Different types of pyrolysis/gasification systems are available which can be used depending on local conditions; some of these include Garrets Flash Pyrolysis process, ERCB process, Destrugas Gasification process, Plasma Arc process, Slurry Carb process, etc. Recent studies for Indian scenario clearly show that while net power generation for thermo-chemical conversion processes is around 14.4 times the quantity of waste input (in kW), the same for bio-chemical conversion process is 11.5 times the waste inputs (provided 50% of waste inputs are volatile solids). However, in terms of environmental impact, the later is far safer option than the previous.

Bio-Methanation

While bio-methanation is generally classified as a WTE process, unlike the previous three alternatives, which use thermo-chemical conversion, this uses bio-chemical conversion similar to composting process. It basically taps the methane gas generated from the bio-chemical reaction in wastes dumped in aerobic digesters.

Landfill Gas Recovery  

Energy Recovery from Waste-to-Energy Plants  

Recent studies for Indian scenario clearly show that while net power generation for thermo-chemical conversion processes is around 14.4 times the quantity of waste input (in kW), the same for bio-chemical conversion process is 11.5 times the waste inputs (provided 50% of waste inputs are volatile solids). However, in terms of environmental impact, the later is far safer option than the previous.  
 

Similar in principal to the bio-methanation option, this process taps and stores gas produced in sanitary landfills. Typically, landfill gas production starts within a few months after disposal of wastes and generally lasts till 10 years or more depending on composition of waste and availability/distribution of moisture.

3.3 Advantages and Disadvantages of Various Options

Table 4.1 and 4.2 highlight some of the advantages and disadvantages of various options discussed have been outlined in the following page.


 

Table 3.1: Advantages and Disadvantages of Waste Disposal Systems (in Indian Scenario) – Composting

S.No Item Aerobic Composting Anaerobic Composting Vermicomposting
Foul odour in process Yes Yes No
Quality of End Product Moderate Moderate to Good Good to Excellent
Time for Composting 2-3 weeks 6-8 months (minimum) 6 months (minimum)
Use for production of gas (CH4) No Yes (in controlled environment) No
Attracts rodents, pests, dogs, etc. Yes No No
Need for Constant Monitoring Low High Very High
Storage capacity of end product Low Low High
Market demand Moderate Moderate High (for agriculture)
Power requirements Yes (if mechanised) No Yes
Intensity of skilled labour requirement Low Moderate High
Land requirement Low Moderate High
Quality of waste segregation Moderate High Very high
Leachate pollution High High Low
Contamination of aquifers (large scale) High Moderate to high Low
Capital Investment Moderate Moderate High
O&M Costs Moderate Moderate High
 


 

Table 3.2: Advantages and Disadvantages of Waste Disposal Systems (in Indian Scenario) – Waste-to-Energy

S.No Item Incineration Pelletisation Pyrolysis Bio-Methanation Landfill Gas Recovery
Requirement for segregation High Very High High High  
Energy recovery (in optimum conditions) Around 14 times waste stream Around 14 times waste stream Around 14 times waste stream Around 11 times waste stream Around 11 times waste stream
Direct Energy Recovery Yes No Yes No No
Overall efficiency in case of a small set up Low Low Moderate High Low
Efficiency in case of high moisture Very low Very low Low Moderate Moderate to High
Land requirement Low Low Moderate Low to Moderate High to very high
Transportation costs Moderate High High High Very high (depends on location of landfill)
Ability to tackle bio-medical and low-hazard waste Yes No Yes (to some extent) No No
Concerns for toxicity of product High NA NA NA Moderate to High
Leachate Pollution None None None High (in case of no protection layer) High (Landfill)

Low (Sanitary Landfill)

Concern for Atmospheric Pollution High (not easy to control) Moderate Moderate (easy to control) Low Moderate
Sustainability of source/ waste stream Moderate Low Low Low High
Capital Investment High Very High Very High Very High High
Power requirements          
 


 

3.4 Decentralised Waste Management and Composting – Bangalore

Background

This study concerns entirely with the Integrated Urban Environment Improvement Project (IUEIP). The IUEIP was launched in areas falling under jurisdiction of Bangalore Development Authority (BDA) in 1998 and was piloted in 4 BDA schemes. Supported by the Norwegian Embassy (NORAD), this project was designed as a collaborative effort of NGOs, government agencies and resident groups. The IUEIP addressed four main components:

  • Integrated plan for environment management.
  • Preparation of GIS.
  • Open space management.
  • Creation of a project secretariat.

This study focuses on the first component only. Close to the beginning of the new millennium, the BDA recognised the need to adopt alternative means for environmental improvement as an integral part of entering the new millennium. In 1998 it designed an alternative approach to developing and maintaining civic amenities through an integrated urban environment plan. The plan was based on a holistic approach, with an in-built system for coordination between various agencies, and with the local residents as the focus of activity. The adopted a 'stakeholder' approach, drawing in resources of NGOs and local residents to address specific issues in the areas, thereby creating and building community awareness of neighbourhood management.

Stakeholders/Partnerships

Primary Stakeholders: Residents of the 4 target schemes and BDA were the primary stakeholder with an overall objective of handing over the area to BMP with an existing plan in place. 

Funding Agency: NORAD (Government of Norway)

Technical Stakeholders: Centre for Environment Education (CEE), Tata Energy Research Institute (TERI), Myrthri Sarva Seva Samiti and Technology Informatics Design Endeavour (TIDE).

Other Stakeholders: resident associations, waste scavengers, BMP, BWSSB, KPTC, Bangalore City Police, BMTC, other civic and emergency services of city.

Description of the Project

The SWM component of the IUEIP focussed on development of local level plans for segregation at source, reduction of waste at primary levels, decentralised composting and marketing of end products, recycling, and transfer of wastes to secondary collection points.

The first step included a detailed study and survey of the four schemes to generate information on quantity and quality of waste, water sources, sewerage and drainage systems, existing waste practices in waste management, and identification of suitable land for setting up of composting facilities. This information was used to develop an action plan which was discussed with the residents and approved.

Before execution of the plan, a thorough environmental education (EE) programme was undertaken and all residents, commercial users, servants, etc., were covered. Different technique of EE were used depending on socio-cultural lifestyles of target groups. Most important component of EE was need for quality segregation at source.

Simultaneously waste management committees were set up to monitor and manage the programme. Members of WMCs were trained by the technical experts. Door-to-door segregated collection was initiated in August 1998. All wastes were transferred in specially designed low-cost rickshaws. Localised compost plants were constructed and all biodegradable wastes were transferred to the compost facility. All recyclables were sold by the waste collectors (erstwhile rag pickers, scavengers, etc.) which added to their monthly remunerations. The monthly remunerations of the waste collectors was fixed. Remaining waste (low quantities of recyclables, soiled wastes, and hazardous wastes) are transferred to secondary collection points of BDA.

Compost Facilities  
 
 

Localised compost facilities were set up in the residential area. Usually an open ground or buffer area was preferred. Eight compost facilities were installed for the first two layout schemes. Although composting facilities originally used aerobic decomposition, they are now being converted to vermicomposting technology with special microbial cultures obtained from the University of Agriculture Sciences, Bangalore in a step-to-step process. This switch will take time since vermicomposting is a more expensive option and requires large capital and O&M investments. The compost pits are of the size of 9 x 4 x 3 ft and it takes an average of 60 days for a compost to be ready, which is then sieved to retrieve the finer compost, while the coarser compost is put back into the pits with fresh garbage. All compost pits are lined with bricks and waterproof material and have sheds over them to protect them from rain and sun. Mesh wires have been provided around the facility to keep away stray animals (see picture).

Financial Outlay

The IUEIP has a three-year time span for execution. The budgetary provision included Rs.363.28 lakhs with funding from NORAD accounting for Rs.290 lakhs (around 80% of the budget) and the remaining Rs.73.28 lakhs contributed from implementing agencies. The O&M costs are recovered from residents and sale of compost to residents and outsiders.

Cost Recovery

Households need to pay Rs.15 per month to the WMC which manages the bank account jointly with CEE. Composts are sold at Rs. 2/- per kg to residents and Rs. 6/- per kg to outsiders. Vermicompost, which has a large market demand, is sold at Rs.7.50/- per kg. One of the biggest purchasers of this compost has been the Horticulture Wing of BDA which uses it in its parks, medians, buffers, etc.

Management Issues

The management of the entire project lies with the WMCs with support from the local NGOs. The monthly remuneration for the workers, overhead charges, and O&M costs from running the project as well as the compost facilities are managed by the WMC from the monthly charges collected from residents and shopkeepers.

Environmental Hazards 
 
 

This is a low environmental hazard procedure. It results in waste reduction at primary level, which have a direct environmental benefit. This reduces the load on the landfills as well as reduce transportation costs and thus, environmental costs from lesser fuel usage. The negative side effects of aerobic composting (foul odour) has been done away with time and shifting in parts to vermicomposting. Use of lined pits (lined with brick and waterproof) ensures that there is no leaching, especially during rainy season. These pits have been covered to protect them from direct rain and fenced to protect them from stray animals. Over a period of time a 'green screen' consisting of trees and bushes have been created to visually cut off the compost facilities from surrounding areas (see picture).

Marketability Issues  
 
 
 

The compost produced from these facilities is of good quality; they are being used by neighbouring agriculture farmers (who use the coarse compost as it is better suited for rice produce), organic farming industry, floral industry, etc. The Horticulture Wing of BDA is another major buyer of this compost and uses it for improving greenery on medians, buffers, parks, etc. (see picture). Improved SWM in these colonies have also had an impact on cost recovery for other services, with residents more willing to pay for water supply, sewerage and drainage services. Real estate values of these areas have also gone up.

Sustainability Issues  

Operating Parametres of the Composting Plant of m/s Excel Industries, Mumbai

Volume of Garbage: 450 m3/day Weight of Garbage: 300 TPD
Quality of Garbage: Unsegregated Total Land Requirement: 6 Ha.
Capital Investment (excluding land cost: Rs. 2.5 crore  
Value of Product: Rs.1300/ton Net Return per ton of Garbage Processed: Rs.100-120

Source: FEC & Delphi, 1997

Although the IUEIP is over, SWM in the target areas is still ongoing managed by WMCs. In fact, WMCs have been able to recover enough money from residents and sale of compost not only for sustainable management, but also for shifting from aerobic form of composting to vermicomposting, which is a more costly, though environment-friendly, option. Following the demonstration of success of this initiative, many other colonies/schemes in Bangalore have taken up similar initiatives on their own. Therefore, at a decentralised level, this is a sustainable project and this technology/process can be easily transferred to other cities in

Saleem Asraf Syed Imdaadullah
Envo Projects
Mobiles : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
web: http://saleemindia.blogspot.com

Sunday, July 20, 2008

saleem india blog ranked by google at a moderate 4

WEB SITE                  GOOGLE RANK
saleemindia.blogspot.com 4 

HOW TO MAKE YOUR BLOG POPULAR SOME TIPS & TRICKS

1. Download goodkeywords to find keywords that are relevant to the products you are selling, nearly every man and his dog uses goodkeywords, its free, once downloaded just select the keyword suggestion tool and type in a word, it will tell you what keywords and search terms people are searching for. First, think about the theme of the site and write down the most popular words that come to mind. Ensure they are words that are likely to be used in finding the site's content

 

 

2. Go to Blogger, create a new blog, its free, use relevant keywords for the name of your blog - ie: workfromhomeblogspot etc.., create up to 5 blogs, link 4 blogs to your main blog just by placing the URL for your main blog onto the other 4 blogs, you can create as many blogs as you like with links all pointing to your main blog, each blog should have the same affiliate product but using slighlty different keywords on each blog title and URL. Submit your blogs to the 3 main search engines Google, Yahoo and MSN, go to pingomatic.com and ping your blogs.

 

3. CONTENT IS ALWAYS KING. Post good articles. Www.seochat.com, goarticles and EzineArticles (also free) - there are many more resourceful web site that helped me a lot.

4. use http://pingomatic.com/ to ping your blog after each new posting. This will bring the search engine spiders to your blog.

 

 

Saleem Asraf Syed Imdaadullah
Envo Projects
Mobiles : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
web: http://saleemindia.blogspot.com

List of architects in delhi with email addresses

List of Architects in Delhi

Saturday, July 19, 2008

UPGRADATION OF THE EXISTING SEWAGE TREATMENT PLANT (STP)


UPGRADATION OF THE EXISTING SYSTEM
:
POINT ONE
: FMR technology in place of existing conventional Activated Sludge System
Utilizing FMR technology can dramatically increase the efficiency of the Aeration system. Compared to conventional technologies the FMR is compact, energy efficient and user friendly. It also allows flexibility in design of the reactor tank.
The FMR is better than SAFF technology and works on the same principle as the submerged fixed film process (SAFF) with only one exception - the media is not fixed and floats around in the aeration tank. The main advantage of this system over the submerged fixed film process is that it prevents choking of the media.

FMR is an advanced version of the SAFF, which uses a floating media to avoid the practical choking problem of media in SAFF.

POINT TWO
:
The existing Sludge drying beds can be replaced with sludge thickener and centrifuge which is faster and efficient for disposal of sludge. It is also hygienic in view of five star hotel.

Sludge Thickening
:
Gravity thickening is accomplished in circular sedimentation basins similar to those used for primary and secondary clarification of liquid wastes
The sludge thickener shall be used to store and gravity thickens sludges from the waste treatment processes. Settled sludges are discharged on an as needed via sludge pumps. Water content in sludge can be reduced by mechanically compressing sludge in filter press, belt press etc. this can also be achieved by centrifuge mechanism and also by other mechanical devices. Excess supernatant wills gravity flow from the tank with provisions for manual decanting of waters via valves located on the side of the tank.
The Area Requirement of Sludge Thickener and Centrifuge:
Both the above items can be installed in the area presently occupied by sludge drying beds. No extra area is required.


POINT THREE
: The media in ACF and PSF are to be changed as they have losed filtration capacity. They have not been changed for a long time. POINT FOUR : The treated water after ACF can be passed through a Softener so that this water can be used in Cooling tower therby reducing consumption of ground water.
Saleem Asraf Syed Imdaadullah
Envo Projects
Mobiles : 9899300371
311/22,Zakir Nagar,New Delhi-110025
email: saleemasraf@gmail.com
web: http://saleemindia.blogspot.com

Monday, July 14, 2008

kitchen waste to energy 0.5 Ton capacity plant


Introduction: kitchen waste to energy
Add kitchen bio degradable Solid waste to a 5 HP mixer to process the waste before putting it into predigestor tank. The waste is converted in slurry by mixing with water (1:1) in this mixture.
Use of thermophilic microbes for faster degradation of the waste. The growth of thermophiles in the predigestor tank is assured by mixing the waste with hot water and maintaining the temperature in the range of 55-60oC. The hot water supply is from a solar heater. Even one-hour sunlight is sufficient per day to meet the needs of hot water.
After the predigestor tank the slurry enters the main tank where it undergoes mainly anaerobic degra-dation by a consortium of archae-bacteria belonging to Methanococcus group. These bacteria are naturally present in the alimentary canal of ruminant animals (cattle). They produce mainly methane from the cellulosic materials in the slurry.
The undigested lignocellulosic and hemicellulosic materials then are passed on in the settling tank. After about a month high quality manure can be dug out from the settling tanks. There is no odour to the manure at all. The organic contents are high and this can improve the quality of humus in soil, which in turn is responsible for the fertility.
As the gas is generated in the main tank, the dome is slowly lifted up. It reaches a maximum height of 8 feet . This gas is a mixture of methane (70-75%), carbondioxide (10-15%) and water vapours (5-10%). It is taken through GI pipeline to the lamp posts. Drains for condensed water vapour are provided on line. This gas burns with a blue flame and can be used for cooking as well.
The gas generated in this plant is used for gas lights fitted around the plant. The potential use of this gas would be for a canteen. The manure generated is high quality and can be used in fields.
Success of this biogas plant depends a great deal on proper segregation of the kitchen waste. The materials that can pose problems to the efficient running of plant are coconut shells and coir, egg shells, onion peels, bones and plastic pieces. Steel utensils like dishes, spoons etc. are likely to appear in the waste bags from canteens. While bones, shells and utensils can spoil the mixer physically, onion peels, coir and plastic can have detrimental effects on microbial consortium in the predigester and main digestion tanks which could be disastrous for the plant.

THE PROPOSAL:


Breakup of the 0.5 T Biogas Project Cost
Civil Construction of Biogas Plant
  1. Mixer with stirrer to mix hot water (1:1) to form a slurry,
  2. Aerobic Digester,
  3. Anaerobic digeter
Mechanical Items :
Gas Holding MS Steel Dome
Steel Fabricated Covers on Manure Pits,
Mixer Stirrer ,3 HP, 1 no
Air Compressor
Solar Water Heater
Water Pump and Slurry Pump
Water and Gas Pipelines on Plant area
Electric Fittings & Miscellaneous


Total Project cost Rs.5,50,000/-
Technology and Consultancy Rs. 1,00,000/-


Grand Total Cost of Project Rs.6,50,000/-


POWER GENERATION:
Bio Gas production = 100 cu mtr /day for 0.5 ton of waste
Methane content (65.75%) = 65.75 cu mtr
Calorific value =28.9 MJ/N.cu mtr
Energy content 65.75x28.9x273/(273+30)=1712 MJ/Day
Generator efficiency--- 30%
Electricity generated =0.3x1712x1000000/3600x1000
= 142.66
Electric power generated = 142.66x0.04167=5.944 kw say 6 kw
= 1.25x 6= 7.5 kva.
We can go for a gas engine of capacity 5 KW . If any gas is left , it will be flared or supplied to staff quarters

Bio Gas from Kitchen Waste


THE PROPOSAL:

Breakup of the 0.5 T Biogas Project Cost

Civil Construction of Biogas Plant

Gas Holding MS Steel Dome

Steel Fabricated Covers on Manure Pits,

Mixer
Tank
Air Compressor
Solar Water Heater
Water Pump and Slurry Pump
Water and Gas Pipelines on Plant area
Electric Fittings & Miscellaneous

Stirrer for mixer



Total Project cost Rs.5,50,000/-
Technology and Consultancy Rs. 1,00,000/-

Grand Total Cost of Project Rs.6,50,000/-

Bio Gas from Kitchen waste



Literature Study : Bio Gas from Kitchen waste
The Principle: Biomass in any form is ideal for the Biomethanation concept, which is the central idea of the Biogas plants. Based on thermophilic microorganisms and microbial processes develop the design of the biogas plant. The plant is completely gravity based.
Brief process description: The segregated wet garbage (food waste) is brought to the plant site in bins and containers. It is loaded on a sorting platform and residual plastic, metal; glass and other non-biodegradable items are further segregated. The waste is loaded into a Waste Crusher along with water, which is mounted on the platform. The food waste slurry mixed with hot water is directly charged into the Primary digester.
This digester serves mainly as hydrolysis cum acidification tank for the treatment of suspended solids. For breaking slag compressed air is used for agitation of slurry. Compressed air will also help in increasing aeration since bacteria involved in this tank are aerobic in nature. The tank is designed in such a way that after the system reaches equilibrium in initial 4-5 days, the fresh slurry entering the tank will displace equal amount of digested matter from top into the main digester tank.
Main digester tank serves as a methane fermentation tank and BOD reduction takes place here. The treated overflow from this digester is connected to the manure pits. This manure can be supplied to farmers at the rate of 4-5 Rs. per Kg. Alternatively municipal gardens and local gardens can be assured of regular manure from this biogas plant.
The biogas is collected in a dome (Gas holder) is a drum like structure, fabricated either of mild steel sheets or fibreglass reinforced plastic (FRP). It fits like a cap on the mouth of digester where it is submerged in the water and rests in the ledge, constructed inside the digester for this purpose. The drum collects gas, which is produced from the slurry inside the digester as it gets decomposed and rises upward, being lighter than air. 1" GI piping will be provided up to a distance of 50 m from the Biogas plant. Biogas burners will be provided. The biogas can be used for cooking, heating and power generation purpose.
Cost details, saving and payback period from a biogas plant: The cost details and the savings envisaged from the plant are given in the following table. The life of the plant could be 20-30 years and payback period is 4-5 years.

Capacity (Tons / Day)


Installation Cost (Rs In Lacks)


Monthly Operation and Maintenance Charges (Rs)


Methane Generation M3


Manure production (tons /day)


Area Required M2


Power


Manpower


Fresh Water (KL /day)


Hot water (Ltr / day of 50-60 C0)


Cooking Fuel (Equivalent to LPG Cyl / day)


1


8-10


8,000/-


100-120


0.1


300


5hp(2hr)


2


2


200


2-3


2


10-12


12,000/-


200-240


0.2


500


5hp(3hr)


3


3


400


4-5


4


20-22


22,000/-


400-480


0.3


700


5hp(3hr)


4


5


400


8-10


5


28-30


30,000/-


500-600


0.5


800


10hp (4hr)


5


7


600


12-14 (25Kw)


10


65-70


50,000/-


1000-1200


2.5


1200


15hp (4hr)


10


15


1000


22-25 (50Kw)

* This is an approximate cost for biogas generation plant and may increase by 10%–20%, depending on location, site-specific parameters, cost of materials, labour cost, etc., in different states/cities. Cost of additional infrastructure like office space, toilets, security, Godown, Shades and power generation will be extra, if required.
Rs – rupees; m3 – cubic meters; m2 – square meters; h – hour; kL – kilolitre; LPG – liquefied petroleum gas; kW – kilowatt; cyl – cylinder
Suitable locations for installation of plant Hotel premises, army/big establishment canteens (private/ government), residential schools/colleges, housing colonies, religious places / temple trusts, hospitals, hotels, sewage treatment plants, villages, etc.



OUR RECENT PROJECT ON BIO GAS GENERATION AND UTILIZATION:
BHOLABA DAIRY LIMITED. ALIGARH, U.P.

Bio Gas Generation from Dairy waste :
Ms Bhole Baba Milk food Industries Ltd. is coming up with a new plant at khair road, Aligarh
The Dairy will handle about 10-lac litre of milk every day. Depending on the season, major differences occur in the quantities of milk received from cooperative milk federation and in the use of butter, butter oil and milk powder. The value added products manufactured will be Casein,Milk Protien Concentrate,Lactose-Both Food &Pherma,Demineralised Whey Protien,Whole Milk Powder,Skimmed Milk Powder, & White Butter In Bricks Form, with future planning to produce processed Cheese/Mozerella.

CHARACTERISTICS OF GENERATING EFFLUENT WATER:

The values of incoming wastewater at ETP is as under:



S.No.


Parameter


Unit


Value



pH



6.0 – 10.5



Total Suspended Solids


Mg/l


1500.0 – 2000.0



B.O.D.


Mg/l


1500.0 – 1800.0



C.O.D.


Mg/l


2500.0 – 3500.0



Oil & Grease


Mg/l


150.0 – 250.0



Rated capacity of ETP


KL/Day


1,000.0

Feeding of Effluent to USAB Reactor: Anaerobic digestion takes place here. Methane gas is generated because of anaerobic degradation. The top supernatant from the USAB reactor flows by gravity to the aeration tanks inlet. Three reactors are planned. When one reactor is out of operation, calamity flow is the designed flow. One distribution box will distribute the flow into the three reactors.
  1. Bio-gas collection & utilization or Flaring: The gas produced in the UASB reactors is led to the gas holder through a moisture trap and gas flow meter.The outlet of the gas holder is to be branched off in two directions, one going to the generator room for supply to the engines and the other to the gas flaring equipments. The primary purpose of a gas holder is to adjust the difference in the rate of gas production and consumption.The gas engines demand a constant supply of bio gas at a constant pressure. The bio gas holder is designed for a storage of 4 hours of bio gas production normally at a pressure of 40m bar. As bio gas enters or leaves, the holder rises or falls with the help of guide rails. Valves in the gas lines will be operated manually to maintain the gas dome at 90%(Gas flaring level), 80%(Engine level) and 20% (Low levels, where engine as well as flaring will be stopped and the dome will be allowed to rise.).
GAS PRODUCTION & POWER GENERATION:
The gas flowing upward with the liquid will be prevented from escaping with the treated flow by GLSS and beam deflector, which will divert it to the gas collector domes. The gas produced shall be passed through 100 mm dia FRP pipe for individual domes and collected at a common point for each reactor by a common header of 200 mm dia pipe from where it will conveyed to the gas holder for constant flow to the gasomete generator or flaring in open atmosphere at about 6 meter above ground level.

Quantity of Gas Production:

PARAMETER


INLET OF UASB


OUTLET OF UASB


REMOVAL IN UASB


BOD


1700 ppm


340 ppm


80%


COD


3300 ppm


1320 ppm


60%


TSS


1800 ppm


450 ppm


75%


FLOW IN UASB = 1500 KLD (Taking full future capacity into account)
Influent COD@ 3300 ppm = 4950 Kg
Effluent COD = 1980 Kg
COD removed in a day = 2970 kg
Bio gas produced @ 0.1 cu mtr per kg of COD removed = 297 cu mtr per day.
Capacity of gas holder: The primary purpose of a gas holder is to adjust the difference in the rate of gas production and consumption. As bio gas enters or leaves, the holder rises or falls by guide rails.
Provide a gas holder of 300 cu mtr capacity.
POWER GENERATION:

The bio gas produced in UASB process should be utilized for production of electric power. The amount of electric power generated shall be as under:
Bio Gas production = 297 cu mtr /day
Methane content (65.75%) = 195.28 cu mtr
Calorific value =28.9 MJ/N.cu mtr
Energy content 195.28x28.9x273/(273+30)=5048 MJ/Day
Generator efficiency--- 30%
Electricity generated =0.3x5048x1000000/3600x1000
= 420.66
Electric power generated = 420.66x0.04167=17.5289 kw say17 kw
= 1.25x 17= 21.25 kva.
We can go for a gas engine of capacity 10 KW . If any gas is left , it will be flared or supplied to staff quarters.


NOTE FOR COMPARISION : A 56 mld UASB plant having Inlet COD =400 ppm can safely run a 45 KW gas engine.



Tuesday, July 01, 2008

IT grad, now you can get industry-ready online

Suresh Elangovan, CEO and managing director, Mindlogicx, who is also a board member at Anna University in Tamil Nadu, said finishing schools have become essential especially in the IT sector. "Since most of the finishing schools are based in the cities and are too expensive, I thought the best way is to go online. This is the only way to reach people across the country, especially in the rural sector. A student in the rural sector cannot come to the city and attend a finishing school."

He says this idea was floated keeping in mind the vision of former President Dr APJ Abdul Kalam [Images] who had said that it was essential to create a knowledge bank.

How it works
Those interested in joining the course would have to pick up a pre-paid scratch card known as Edu Card. Suresh says they have tied up with Reliance [Get Quote] who will be selling the cards. For the IT finishing course, there are two options available -- re-skilling and up-skilling.

Re-skilling involves enhancement of built up skill. It basically finetunes the skill of a candidate. This card is available at Rs 1,500. Up-skilling would involve the teaching of new skills. Suresh says there are various cards available for this course and the pricing is between Rs 499 and Rs 5,000. 

Suresh says for students who are confused as to what they ought to be learning, they could pick up a card for Rs 499 where details of the various course will be available. The student could take a mock test and the results will be available online. Based on his/her performance s/he would decide on what course s/he wants to do.

The scratch card provides a 16-digit number which a candidate needs to use to log in and create an account. Once a candidate logs in, s/he will get the study material online. Suresh says care has been taken to give a classroom feel to the course. Guest lectures will be available online and students could also participate in group discussions sitting at home, he adds.

Considering the fact that internet speeds are not great in rural India, Suresh says the delivery of the package is available at a mere 40 kpbs speed through a dial-up connection also. He says slow connectivity will not be an issue for students taking up this course.

The examinations too will be online, Suresh adds. Prior to taking up the examination, a student gets a chance to test his skills through a meter to help assess one's performance. If a student thinks s/he is ready, then s/he could take the examination.

The number of attempts a student can make would depend on the denomination of the card. A student who has picked up a card for Rs 499 could make up to 50 attempts and this card would be valid for a year. A Rs 1,500 card would enable a student to have 100 attempts while the Rs 5,000 card would give a student 250 attempts.

A student who uses up all the attempts would have to purchase another card, Suresh says. However, it would be better to get through in the minimum number of attempts as it would read well on the bio-data, he adds.

For those students who complete the up-skilling course they would be certified by T�V Rheinland. Suresh says this certificate will enable students get global validity. The certificate will have a seal of authentication by way of a Global Access Code and the same will be made available in the global database of T�V Rheinland. 

The students can connect to the prospective employers by using this unique GAC that vouches for the authenticity of their knowledge base. Suresh says a certificate for those students taking up the re-skilling course will also be provided. However, the certification would be done by Mindlogicx.
 
The commercial launch of the online finishing school is scheduled for the second week of August 2008. Queries are already flowing in and the responses have been best from Maharashtra, Tamil Nadu and Karnataka, informs Suresh. However, he adds that the response has been better from students in the city when compared to the rural areas. "Over the months we will spread awareness regarding this course in the rural areas."