How to preserve data when converting a Standard DSO into a Write Optimized

Hi,
I'm looking for proven strategies for preserving data when converting a standard DSO into a write optimized DSO. The data has to be dropped before the new DSO is transported into the environment.
1. The DSO is currently in synch with a cube,
2. The PSA does not have all the data which is in the DSO.
3. Data volume is incredibly high for a full reload from ECC, so we'd like to avoid that option.
Appreciate any help!

Hi Gregg,
have you considered just deleting the data? I know that sounds simple, but it might be a valid solution.
If the DSO is just receiving new data (e.g. FI documents), you can continue to deliver a logically correct delta to the cube.
Should that not be possible and you really want all data that you currently have in your DSO1 in the write optimized future of it, then how about this:
- Create a new DSO2 same structure as DSO1
- Load all data into that
- Delete all data from your DSO1 and import the transport to make it write optimized
- Load all data back into you now write optimized DSO1 from DSO2
The problem you have then, is that all data that you have already loaded into your cube is due to be delivered as a delta from DSO1 again.
Depending on your transformation / update rules that might or might not be a problem.
Best,
Ralf

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How to output data when converting labview vi into matlab mex functions

Hi,
I am a fairly new user to labview and am currently working on labview
7.1. I have created a labview vi which can extract data from ni daq
6070e in real time. The problem is that this code has to be converted
so that it can be used with matlab.in order to do that i am using math
interactive tool kit which converts the labview code into mex files
which can then be used in matlab. Unfortunately i have not been able to
figure out how to output this data so that it can be processed in
matlab easily. i cannot afford any loss of information and all the
output must happen in real time. the o/p must take place after the fft
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Also do let me know if this vi can be further improved.
Regards
Attachments:
RT_loop2ver4_working.zip ‏642 KB

Manuj,
You seem to have misunderstood the way in which LabVIEW processes data. The code that you have produced will run in exactly the same way without the need for the case structure.
The code does not actually run the data from the previous case. It is merely processing data from the previous loop iteration, regardless of the case. If you were to remove the case structure, leaving only one copy of the code intact, and remove the toggle switch you have produced, or used the shift register which, I assure you would have worked, then you will have exactly the same functionality.
I have attached an example that uses the shift register to toggle cases, but also iterates that the case structure is not needed by using the same feedback node (and code) without a toggle switch or case structure.
Hope this helps you optimize your code
Regards
AdamB
Applications Engineer
National Instruments UK
Applications Engineering Team Leader | National Instruments | UK & Ireland
Attachments:
CASE_NO-CASE_Example.vi ‏24 KB

How to decrypt data when you can't get the private key in Windows?

I'm very confuse. My english is poor, but I try to say my question clearly.
When browser connects to a https website which needs client certificate to authenticate the identity, the browser will send client certificate to web server.
Then the web server will use the certificate to encrypt some data and send it to browser.
Then broswer should have private key to decrypt that.
But as I know, if I install a pfx format personal certificate, I can set can't export private key, which means you can't get the private key to use it. So how can
the browser decrypt the data without private key?
By the way, what is CSP, use CSP's interface can we use CryptoAPI
to decrypt data without private key?

Answer for question is "you cant"..
"How to decrypt data when you can't get the private key in Windows?"
Read more
http://msdn.microsoft.com/en-us/library/windows/desktop/aa387460(v=vs.85).aspx
http://msdn.microsoft.com/en-us/library/windows/desktop/bb427432(v=vs.85).aspx
http://technet.microsoft.com/en-us/library/dd277320.aspx
http://en.wikipedia.org/wiki/Public-key_cryptography

How to bridge (fill) gaps when converting a 2006 geometry into a 2002 geometry

Is it at all possible to bridge (fill) gaps when converting a 2006 geometry into a single 2002 geometry. I have a solution for the conversion from 2006 to 2002 provided by BHall but upon further investigation investigation of my dataset some of the multi line polygons have gaps which I need to fill and I am not sure how to go about this.
Here is a simple example of what I am trying to achieve
Before
SELECT (sdo_geometry(2006, 81989, NULL,
 mdsys.sdo_elem_info_array(1,2,1,5,2,1,9,2,1,13,2,1),
 mdsys.sdo_ordinate_array(16,0.999,16.998,-0.001,17.253,-0.001,18.003,0.999,18.003,0.999,19.001,0.999,19.001,0.999,19.999,-0.001)))
FROM dual
After
SELECT (sdo_geometry(2006, 81989,NULL,
 mdsys.sdo_elem_info_array(1,2,1),
 mdsys.sdo_ordinate_array(16,0.999,17.253,-0.001,18.003,0.999,19.001,0.999,19.999,-0.001))) FROM dual
Thanks in advance

Okay Roché,
You might need to break this problem down into smaller parts for the forum. All your examples show the gap being replaced by a single vertice - e.g. you want to "snap" the gap together. I'd suggest this is just complicating your question. Once the gap is filled (with a line) then you can run SDO_UTIL.REMOVE_DUPLICATE_VERTICES afterwards to remove the new line if its below your tolerance. I think that Bryan's code wrapped in remove duplicate vertices will solve your second scenario. But overall I think it would be helpful to focus just on the filling and leave the snapping for a follow-up question.
So back to scenario #1, below is some code I wrote a while back that might do what you want or at least get you started. Note that the input must be a multistring and the multistring cannot be "spaghetti". In other words each line in the multistring must be disjoint or at most touch other lines only at endpoints. The goal is to sift through the lines and create a single linestring using the smallest gaps. It's not subtle and will indeed produce bad geometries if the inputs are setup in an impossible manner. There are also some rare geodetic bugs with SDO_GEOM.RELATE that crop up. So you'll note I test both distance and relate in some places. That's intentional though kind of dumb.
Hopefully this helps. If you improve the code please shoot a copy back to me.
Cheers,
Paul
CREATE OR REPLACE PACKAGE dz_gap_fill
AUTHID CURRENT_USER
AS
 FUNCTION linear_gap_filler(
 p_input IN MDSYS.SDO_GEOMETRY
 ,p_tolerance IN NUMBER DEFAULT 0.05
 ) RETURN MDSYS.SDO_GEOMETRY;
END dz_gap_fill;
CREATE OR REPLACE PACKAGE BODY dz_gap_fill
AS
 FUNCTION fast_point(
 p_x IN NUMBER
 ,p_y IN NUMBER
 ,p_z IN NUMBER DEFAULT NULL
 ,p_m IN NUMBER DEFAULT NULL
 ,p_srid IN NUMBER DEFAULT 8265
 ) RETURN MDSYS.SDO_GEOMETRY
 AS
 BEGIN
 -- Step 10
 -- Check over incoming parameters
 IF p_x IS NULL
 OR p_y IS NULL
 THEN
 RAISE_APPLICATION_ERROR(-20001,'x and y cannot be NULL');
 END IF;
 -- Step 20
 -- Do the simplest solution first
 IF p_z IS NULL
 AND p_m IS NULL
 THEN
 RETURN SDO_GEOMETRY(
 2001
 ,p_srid
 ,SDO_POINT_TYPE(
 p_x
 ,p_y
 ,NULL
 ,NULL
 ,NULL
 END IF;
 -- Step 30
 -- Do the other wilder choices
 IF p_z IS NULL
 AND p_m IS NOT NULL
 THEN
 RETURN SDO_GEOMETRY(
 3301
 ,p_srid
 ,SDO_POINT_TYPE(
 p_x
 ,p_y
 ,p_m
 ,NULL
 ,NULL
 ELSIF p_z IS NOT NULL
 AND p_m IS NULL
 THEN
 RETURN SDO_GEOMETRY(
 3001
 ,p_srid
 ,SDO_POINT_TYPE(
 p_x
 ,p_y
 ,p_z
 ,NULL
 ,NULL
 ELSIF p_z IS NOT NULL
 AND p_m IS NOT NULL
 THEN
 RETURN SDO_GEOMETRY(
 4401
 ,p_srid
 ,NULL
 ,SDO_ELEM_INFO_ARRAY(1,1,1)
 ,SDO_ORDINATE_ARRAY(p_x,p_y,p_z,p_m)
 ELSE
 RAISE_APPLICATION_ERROR(-20001,'ERR!');
 END IF;
 END fast_point;
 FUNCTION get_start_point(
 p_input IN MDSYS.SDO_GEOMETRY
 ) RETURN MDSYS.SDO_GEOMETRY
 AS
 int_dims PLS_INTEGER;
 int_gtyp PLS_INTEGER;
 int_lrs PLS_INTEGER;
 BEGIN
 -- Step 10
 -- Check over incoming parameters
 IF p_input IS NULL
 THEN
 RETURN NULL;
 END IF;
 -- Step 20
 -- Gather information about the geometry
 int_dims := p_input.get_dims();
 int_gtyp := p_input.get_gtype();
 int_lrs := p_input.get_lrs_dim();
 -- Step 30
 -- Handle point and multipoint inputs
 IF int_gtyp = 1
 THEN
 RETURN p_input;
 ELSIF int_gtyp = 5
 THEN
 RETURN SDO_UTIL.EXTRACT(p_input,1);
 END IF;
 -- Step 40
 -- Return results
 IF int_dims = 2
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(1)
 ,p_input.SDO_ORDINATES(2)
 ,NULL
 ,NULL
 ,p_input.SDO_SRID
 ELSIF int_dims = 3
 AND int_lrs = 3
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(1)
 ,p_input.SDO_ORDINATES(2)
 ,NULL
 ,p_input.SDO_ORDINATES(3)
 ,p_input.SDO_SRID
 ELSIF int_dims = 3
 AND int_lrs = 0
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(1)
 ,p_input.SDO_ORDINATES(2)
 ,p_input.SDO_ORDINATES(3)
 ,NULL
 ,p_input.SDO_SRID
 ELSIF int_dims = 4
 AND int_lrs IN (4,0)
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(1)
 ,p_input.SDO_ORDINATES(2)
 ,p_input.SDO_ORDINATES(3)
 ,p_input.SDO_ORDINATES(4)
 ,p_input.SDO_SRID
 ELSIF int_dims = 4
 AND int_lrs = 3
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(1)
 ,p_input.SDO_ORDINATES(2)
 ,p_input.SDO_ORDINATES(4)
 ,p_input.SDO_ORDINATES(3)
 ,p_input.SDO_SRID
 ELSE
 RAISE_APPLICATION_ERROR(-20001,'ERR!');
 END IF;
 END get_start_point;
 FUNCTION get_end_point(
 p_input IN MDSYS.SDO_GEOMETRY
 ) RETURN MDSYS.SDO_GEOMETRY
 AS
 int_dims PLS_INTEGER;
 int_gtyp PLS_INTEGER;
 int_lrs PLS_INTEGER;
 int_len PLS_INTEGER;
 BEGIN
 -- Step 10
 -- Check over incoming parameters
 IF p_input IS NULL
 THEN
 RETURN NULL;
 END IF;
 -- Step 20
 -- Gather information about the geometry
 int_dims := p_input.get_dims();
 int_gtyp := p_input.get_gtype();
 int_lrs := p_input.get_lrs_dim();
 int_len := p_input.SDO_ORDINATES.COUNT();
 -- Step 30
 -- Handle point and multipoint inputs
 IF int_gtyp = 1
 THEN
 RETURN p_input;
 ELSIF int_gtyp = 5
 THEN
 RETURN SDO_UTIL.EXTRACT(
 p_input
 ,SDO_UTIL.GETNUMELEM(p_input)
 END IF;
 -- Step 40
 -- Return results
 IF int_dims = 2
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(int_len - 1)
 ,p_input.SDO_ORDINATES(int_len)
 ,NULL
 ,NULL
 ,p_input.SDO_SRID
 ELSIF int_dims = 3
 AND int_lrs = 3
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(int_len - 2)
 ,p_input.SDO_ORDINATES(int_len - 1)
 ,NULL
 ,p_input.SDO_ORDINATES(int_len)
 ,p_input.SDO_SRID
 ELSIF int_dims = 3
 AND int_lrs = 0
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(int_len - 2)
 ,p_input.SDO_ORDINATES(int_len - 1)
 ,p_input.SDO_ORDINATES(int_len)
 ,NULL
 ,p_input.SDO_SRID
 ELSIF int_dims = 4
 AND int_lrs IN (4,0)
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(int_len - 3)
 ,p_input.SDO_ORDINATES(int_len - 2)
 ,p_input.SDO_ORDINATES(int_len - 1)
 ,p_input.SDO_ORDINATES(int_len)
 ,p_input.SDO_SRID
 ELSIF int_dims = 4
 AND int_lrs = 3
 THEN
 RETURN fast_point(
 p_input.SDO_ORDINATES(int_len - 3)
 ,p_input.SDO_ORDINATES(int_len - 2)
 ,p_input.SDO_ORDINATES(int_len)
 ,p_input.SDO_ORDINATES(int_len - 1)
 ,p_input.SDO_SRID
 ELSE
 RAISE_APPLICATION_ERROR(-20001,'ERR!');
 END IF;
 END get_end_point;
 FUNCTION is_spaghetti(
 p_input IN MDSYS.SDO_GEOMETRY
 ,p_tolerance IN NUMBER DEFAULT 0.05
 ) RETURN VARCHAR2
 AS
 num_tolerance NUMBER := p_tolerance;
 ary_strings MDSYS.SDO_GEOMETRY_ARRAY := MDSYS.SDO_GEOMETRY_ARRAY();
 ary_starts MDSYS.SDO_GEOMETRY_ARRAY := MDSYS.SDO_GEOMETRY_ARRAY();
 ary_ends MDSYS.SDO_GEOMETRY_ARRAY := MDSYS.SDO_GEOMETRY_ARRAY();
 int_count PLS_INTEGER;
 ary_start_count MDSYS.SDO_NUMBER_ARRAY := MDSYS.SDO_NUMBER_ARRAY();
 ary_end_count MDSYS.SDO_NUMBER_ARRAY := MDSYS.SDO_NUMBER_ARRAY();
 ary_inside_count MDSYS.SDO_NUMBER_ARRAY := MDSYS.SDO_NUMBER_ARRAY();
 BEGIN
 -- Step 10
 -- Check over incoming parameters
 IF p_input IS NULL
 THEN
 RETURN NULL;
 ELSIF p_input.get_gtype = 2
 THEN
 RETURN 'FALSE';
 ELSIF p_input.get_gtype <> 6
 THEN
 RAISE_APPLICATION_ERROR(-20001,'input gtype must be 2 or 6');
 END IF;
 IF num_tolerance IS NULL
 THEN
 num_tolerance := 0.05;
 END IF;
 -- Step 20
 -- Break multistring into single linestrings with nodes
 int_count := SDO_UTIL.GETNUMELEM(p_input);
 ary_strings.EXTEND(int_count);
 ary_starts.EXTEND(int_count);
 ary_ends.EXTEND(int_count);
 ary_start_count.EXTEND(int_count);
 ary_end_count.EXTEND(int_count);
 ary_inside_count.EXTEND(int_count);
 FOR i IN 1 .. int_count
 LOOP
 ary_strings(i) := SDO_UTIL.EXTRACT(p_input,i);
 ary_starts(i) := get_start_point(ary_strings(i));
 ary_ends(i) := get_end_point(ary_strings(i));
 END LOOP;
 -- Step 30
 -- Loop through and count the nodes connections
 FOR i IN 1 .. int_count
 LOOP
 ary_start_count(i) := 0;
 ary_end_count(i) := 0;
 ary_inside_count(i) := 0;
 FOR j IN 1 .. int_count
 LOOP
 IF i != j
 THEN
 IF SDO_GEOM.RELATE(
 ary_starts(i),
 'DETERMINE',
 ary_strings(j),
 num_tolerance
 ) IN ('TOUCH','CONTAINS','COVERS','ON')
 THEN
 ary_start_count(i) := ary_start_count(i) + 1;
 ELSIF SDO_GEOM.RELATE(
 ary_ends(i),
 'DETERMINE',
 ary_strings(j),
 num_tolerance
 ) IN ('TOUCH','CONTAINS','COVERS','ON')
 THEN
 ary_end_count(i) := ary_end_count(i) + 1;
 ELSIF SDO_GEOM.RELATE(
 ary_strings(i),
 'DETERMINE',
 ary_strings(j),
 num_tolerance
 ) IN ('TOUCH','CONTAINS','COVERS','OVERLAPBYINTERSECT')
 THEN
 ary_inside_count(i) := ary_inside_count(i) + 1;
 END IF;
 END IF;
 END LOOP;
 IF ary_start_count(i) > 1
 OR ary_end_count(i) > 1
 OR ary_inside_count(i) > 0
 THEN
 RETURN 'TRUE';
 END IF;
 END LOOP;
 RETURN 'FALSE';
 END is_spaghetti;
 FUNCTION points2segment(
 p_point_one IN MDSYS.SDO_POINT_TYPE
 ,p_point_two IN MDSYS.SDO_POINT_TYPE
 ,p_srid IN NUMBER
 ) RETURN MDSYS.SDO_GEOMETRY
 AS
 BEGIN
 IF ( p_point_one.Z IS NULL AND p_point_two.Z IS NOT NULL )
 OR ( p_point_one.Z IS NOT NULL AND p_point_two.Z IS NULL )
 THEN
 RAISE_APPLICATION_ERROR(
 -20001,
 'both points must have the same number of dimensions, point_one Z is ' ||
 NVL(TO_CHAR(p_point_one.Z),'') ||
 ' and point_two Z is ' ||
 NVL(TO_CHAR(p_point_two.Z),'')
 END IF;
 IF p_point_one.Z IS NULL
 THEN
 RETURN SDO_GEOMETRY(
 2002
 ,p_srid
 ,NULL
 ,SDO_ELEM_INFO_ARRAY(1,2,1)
 ,SDO_ORDINATE_ARRAY(p_point_one.X,p_point_one.Y,p_point_two.X,p_point_two.Y)
 ELSE
 RETURN SDO_GEOMETRY(
 3002
 ,p_srid
 ,NULL
 ,SDO_ELEM_INFO_ARRAY(1,2,1)
 ,SDO_ORDINATE_ARRAY(p_point_one.X,p_point_one.Y,p_point_one.Z,p_point_two.X,p_point_two.Y,p_point_two.Z)
 END IF;
 END points2segment;
 FUNCTION points2segment(
 p_point_one IN MDSYS.SDO_GEOMETRY
 ,p_point_two IN MDSYS.SDO_GEOMETRY
 ) RETURN MDSYS.SDO_GEOMETRY
 AS
 int_gtype1 PLS_INTEGER;
 int_dims1 PLS_INTEGER;
 int_gtype2 PLS_INTEGER;
 int_dims2 PLS_INTEGER;
 point_one MDSYS.SDO_POINT_TYPE;
 point_two MDSYS.SDO_POINT_TYPE;
 BEGIN
 int_gtype1 := p_point_one.get_gtype();
 int_dims1 := p_point_one.get_dims();
 int_gtype2 := p_point_two.get_gtype();
 int_dims2 := p_point_two.get_dims();
 IF int_gtype1 = 1
 AND int_gtype2 = 1
 AND int_dims1 = int_dims2
 AND p_point_one.SDO_SRID = p_point_two.SDO_SRID
 THEN
 NULL; -- Good
 ELSE
 RAISE_APPLICATION_ERROR(
 -20001
 ,'both point objects must be points and have the same number of dimensions and SRIDs'
 END IF;
 IF int_dims1 = 4
 THEN
 RETURN SDO_GEOMETRY(
 4402
 ,p_point_one.SDO_SRID
 ,NULL
 ,SDO_ELEM_INFO_ARRAY(1,2,1)
 ,SDO_ORDINATE_ARRAY(
 p_point_one.SDO_ORDINATES(1)
 ,p_point_one.SDO_ORDINATES(2)
 ,p_point_one.SDO_ORDINATES(3)
 ,p_point_one.SDO_ORDINATES(4)
 ,p_point_two.SDO_ORDINATES(1)
 ,p_point_two.SDO_ORDINATES(2)
 ,p_point_two.SDO_ORDINATES(3)
 ,p_point_two.SDO_ORDINATES(4)
 ELSE
 -- Use the sdo_point_type method for the rest
 IF p_point_one.SDO_POINT IS NOT NULL
 THEN
 point_one := p_point_one.SDO_POINT;
 ELSE
 IF int_dims1 = 3
 THEN
 point_one := SDO_POINT_TYPE(
 p_point_one.SDO_ORDINATES(1)
 ,p_point_one.SDO_ORDINATES(2)
 ,p_point_one.SDO_ORDINATES(3)
 ELSE
 point_one := SDO_POINT_TYPE(
 p_point_one.SDO_ORDINATES(1)
 ,p_point_one.SDO_ORDINATES(2)
 ,NULL
 END IF;
 END IF;
 IF p_point_two.SDO_POINT IS NOT NULL
 THEN
 point_two := p_point_two.SDO_POINT;
 ELSE
 IF int_dims1 = 3
 THEN
 point_two := SDO_POINT_TYPE(
 p_point_two.SDO_ORDINATES(1)
 ,p_point_two.SDO_ORDINATES(2)
 ,p_point_two.SDO_ORDINATES(3)
 ELSE
 point_two := SDO_POINT_TYPE(
 p_point_two.SDO_ORDINATES(1)
 ,p_point_two.SDO_ORDINATES(2)
 ,NULL
 END IF;
 END IF;
 RETURN points2segment(
 p_point_one => point_one
 ,p_point_two => point_two
 ,p_srid => p_point_one.SDO_SRID
 END IF;
 END points2segment;
 FUNCTION linear_gap_filler(
 p_input IN MDSYS.SDO_GEOMETRY
 ,p_tolerance IN NUMBER DEFAULT 0.05
 ) RETURN MDSYS.SDO_GEOMETRY
 AS
 sdo_input MDSYS.SDO_GEOMETRY := p_input;
 num_tolerance NUMBER;
 int_counter PLS_INTEGER;
 ary_edges MDSYS.SDO_GEOMETRY_ARRAY;
 ary_starts MDSYS.SDO_GEOMETRY_ARRAY;
 ary_ends MDSYS.SDO_GEOMETRY_ARRAY;
 ary_nearest MDSYS.SDO_NUMBER_ARRAY;
 ary_distance MDSYS.SDO_NUMBER_ARRAY;
 num_temp NUMBER;
 num_nearest NUMBER;
 int_winner PLS_INTEGER;
 int_winner2 PLS_INTEGER;
 sdo_point1 MDSYS.SDO_GEOMETRY;
 sdo_point2 MDSYS.SDO_GEOMETRY;
 boo_done BOOLEAN;
 num_one NUMBER;
 num_two NUMBER;
 int_looper PLS_INTEGER := 1;
 BEGIN
 -- Step 10
 -- Check over incoming parameters
 IF num_tolerance IS NULL
 THEN
 num_tolerance := 0.05;
 END IF;
 IF sdo_input IS NULL
 OR sdo_input.get_gtype() <> 6
 THEN
 RETURN sdo_input;
 END IF;
 IF is_spaghetti(sdo_input,p_tolerance) = 'TRUE'
 THEN
 RETURN sdo_input;
 END IF;
 <> ary_edges := MDSYS.SDO_GEOMETRY_ARRAY();
 ary_starts := MDSYS.SDO_GEOMETRY_ARRAY();
 ary_ends := MDSYS.SDO_GEOMETRY_ARRAY();
 ary_nearest := MDSYS.SDO_NUMBER_ARRAY();
 ary_distance := MDSYS.SDO_NUMBER_ARRAY();
 -- Step 20
 -- Break multistring into edges and start and end nodes
 int_counter := SDO_UTIL.GETNUMELEM(sdo_input);
 ary_edges.EXTEND(int_counter);
 ary_starts.EXTEND(int_counter);
 ary_ends.EXTEND(int_counter);
 FOR i IN 1 .. int_counter
 LOOP
 ary_edges(i) := SDO_UTIL.EXTRACT(sdo_input,i);
 ary_starts(i) := get_start_point(ary_edges(i));
 ary_ends(i) := get_end_point(ary_edges(i));
 END LOOP;
 -- Step 30
 -- Determine the closest endpoints
 ary_nearest.EXTEND(int_counter);
 ary_distance.EXTEND(int_counter);
 FOR i IN 1 .. int_counter
 LOOP
 num_nearest := NULL;
 int_winner := NULL;
 FOR j IN 1 .. int_counter
 LOOP
 IF j != i
 THEN
 num_temp := SDO_GEOM.SDO_DISTANCE(
 ary_edges(i)
 ,ary_edges(j)
 ,num_tolerance
 IF num_nearest IS NULL
 OR num_temp < num_nearest
 THEN
 num_nearest := num_temp;
 int_winner := j;
 END IF;
 END IF;
 END LOOP;
 ary_nearest(i) := int_winner;
 ary_distance(i) := num_nearest;
 END LOOP;
 -- Step 40
 -- Find the smallest gap
 int_winner := NULL;
 num_nearest := NULL;
 FOR i IN 1 .. int_counter
 LOOP
 IF num_nearest IS NULL
 OR ary_distance(i) < num_nearest
 THEN
 int_winner := i;
 num_nearest := ary_distance(i);
 int_winner2 := ary_nearest(i);
 END IF;
 END LOOP;
 -- Step 50
 -- Determine the endpoints to connect
 num_one := SDO_GEOM.SDO_DISTANCE(
 get_start_point(ary_edges(int_winner)),
 ary_edges(int_winner2),
 num_tolerance
 num_two := SDO_GEOM.SDO_DISTANCE(
 get_end_point(ary_edges(int_winner)),
 ary_edges(int_winner2),
 num_tolerance
 IF ( num_one = 0 AND SDO_GEOM.RELATE(
 get_start_point(ary_edges(int_winner)),
 'ANYINTERACT',
 ary_edges(int_winner2),
 num_tolerance
 ) = 'TRUE' )
 OR ( num_two = 0 AND SDO_GEOM.RELATE(
 get_end_point(ary_edges(int_winner)),
 'ANYINTERACT',
 ary_edges(int_winner2),
 num_tolerance
 ) = 'TRUE' )
 THEN
 sdo_point1 := NULL;
 ELSIF num_one < num_two
 THEN
 sdo_point1 := get_start_point(ary_edges(int_winner));
 ELSE
 sdo_point1 := get_end_point(ary_edges(int_winner));
 END IF;
 num_one := SDO_GEOM.SDO_DISTANCE(
 get_start_point(ary_edges(int_winner2)),
 ary_edges(int_winner),
 num_tolerance
 num_two := SDO_GEOM.SDO_DISTANCE(
 get_end_point(ary_edges(int_winner2)),
 ary_edges(int_winner),
 num_tolerance
 IF ( num_one = 0 AND SDO_GEOM.RELATE(
 get_start_point(ary_edges(int_winner2)),
 'ANYINTERACT',
 ary_edges(int_winner),
 num_tolerance
 ) = 'TRUE' )
 OR ( num_two = 0 AND SDO_GEOM.RELATE(
 get_end_point(ary_edges(int_winner2)),
 'ANYINTERACT',
 ary_edges(int_winner),
 num_tolerance
 ) = 'TRUE' )
 THEN
 sdo_point2 := NULL;
 ELSIF num_one < num_two
 THEN
 sdo_point2 := get_start_point(ary_edges(int_winner2));
 ELSE
 sdo_point2 := get_end_point(ary_edges(int_winner2));
 END IF;
 -- Step 50
 -- Smash together
 IF sdo_point1 IS NULL
 OR sdo_point2 IS NULL
 THEN
 sdo_input := SDO_UTIL.CONCAT_LINES(
 ary_edges(int_winner),
 ary_edges(int_winner2)
 ELSE
 sdo_input := SDO_UTIL.CONCAT_LINES(
 SDO_UTIL.CONCAT_LINES(
 ary_edges(int_winner),
 points2segment(sdo_point1,sdo_point2)
 ary_edges(int_winner2)
 END IF;
 boo_done := TRUE;
 FOR i IN 1 .. int_counter
 LOOP
 IF i NOT IN (int_winner,int_winner2)
 THEN
 sdo_input := SDO_UTIL.APPEND(sdo_input,ary_edges(i));
 boo_done := FALSE;
 END IF;
 END LOOP;
 -- Step 60
 -- Check if valid if returning
 IF sdo_input.get_gtype() = 2
 OR boo_done = TRUE
 THEN
 RETURN sdo_input;
 END IF;
 int_looper := int_looper + 1;
 GOTO TOP_OF_IT;
 END linear_gap_filler;
END dz_gap_fill;

Having problems with adobe color engine when converting a 32bit file into an 8bit in Photoshop CC.

I'm having problems with the "adobe color engine" when converting a 32bit file into an 8bit.
Error Message reads: "could not convert the image to 8 bit/channel because of a problem using the adobe color engine.
Never had this problem before, just recently started happening! I've tried multiply files since and some work, some don't, can't work out why!? thought it might be due to a large file size?...any suggestions?

That would require much more info about your files, your system and the version of PS you are using. Presumably there is some color profile issue at play here.
Mylenium

How to fill data when call function of sap standard script form?

Hi every experts,
<Priority Normalized>
In our system, when we log in 'FR', we can print purchase order in language Franch,in t_code:ME22N. And when logging in 'EN', we can print it in language English, in ME22N. The English form is just only translated from Franch, with all same structure and frame. The form is done by script form.
And when logging in 'ZH', we create a new program, calling function smartform, instead of translating from EN language. Because of different structure and frame, I don't know the way to write script, so I print puchase order by smartform, when logging in 'ZH'.
But I have a new issue. Our MM module consultant needs me to print Chinese form if one condition, print English form in other condition.
So I have no idea to solve it. Because in my program, I get data to fill smartform and call function of smartform. And I don't know how to get data to fill script form. I only know the function name, 'OPEN_FORM' 'WRITE_FORM' 'CLOSE_FORM'.....
If I only call the several functions, I will get only frame without no data. So who can tell me how to do????
<Urgency downgraded>
Edited by: Suhas Saha on Jul 26, 2011 3:34 PM
Edited by: Vinod Kumar on Jul 26, 2011 4:09 PM

Hi,
Normally if we look in NACE transaction, you can see that upto five different FORMS can be assigned to a single output type . i.e. for each form there will be a seperate routine through which it gets called. But it all start from the first form only.
so you need to write your code in the ENTRY of the first form and if it does not satisfy do not go for processing of it but just exit of that form ENTRY. so that it will take you to next form.
hope this helps.
Thanks,
Venkatesh

Problems with Capture Date when converting from PSE9

I'm trying to troubleshoot a problem I'm having when converting my PSE9 catalog to LR3.4. Specifically, about 20% of my images (abouit 2,500 out of 12,000) didn't import with capture dates. I can clearly see the correct capture dates in PSE9 Organizer, but when I view the same imported images in LR3.4, there is no date. This occurs with dates that I've modified in PSE9 as well as dates straight out of the camera.
This is a major problem for me because I'm used to organizing my photos in PSE9 using capture dates. On a related note, PSE9 allows you to set the capture date to a known year and unknown month, day, and time, but when imported into LR3, these dates are converted to Jan 01 of the known year. Sorry, but Jan 01 is not the same as unknown. Is there a way to correctly display unknown portions of a capture date in LR3 similar to the way it's displayed in PSE9?
Sorry if this has been discussed before.

How did you convert your catalog? Did you use File > Upgrade Photoshop Elements Catalog, or did you use File > Import Photos? You should use the former; the latter has many problems, among which PSE doesn't always correctly write medata (e.g. capture dates) into files. If you used File > Upgrade Photoshop Elements Catalog, post an image here and we can take a look at its metadata to troubleshoot.
function(){return A.apply(null,[this].concat($A(arguments)))}
On a related note, PSE9 allows you to set the capture date to a known year and unknown month, day, and time, but when imported into LR3, these dates are converted to Jan 01 of the known year.
Even though Adobe's XMP metadata standard allows for unknown month, day, or time, most programs including LR don't support it -- PSE is the only program I know of that does (and it has problems). I use the conveniton of 1/1 12:00:00 to represent unknown values.
See this FAQ for other issues with converting PSE catalogs to LR:
http://www.johnrellis.com/psedbtool/photoshop-elements-faq.htm#_Converting_to_Lightroom

How to backup data when hard drive is failing.

I think my hard drive is failing..
I booted using Install DVD, and got message in Disc Utility that "this drive has a hardware problem that can't be repaired." It mentioned I should backup data and consult apple representative..
I clicked on Macintosh HD under the red physical drive (500.11 GB Hitachi HTS) and did disc repair.
Strangely, the message went away on the physical drive when I finished. It turned back to black wording and gave green "verified/repaired" messages in the log.
I am still able to boot my macbook, although everything is running slowly... Desktop excel files take 15 mins to open.
Does this still sound like a failing hard drive?
I am trying to act fast and borrowed my sister's external harddrive/ "passport for mac", and it slowly prompted a time machine backup. It is slowly working through "8.34GB of 200.33GB"
I do not really understand what I am doing, but hoping this is the right move. Could someone explain what time machine will do or how it will help?
Is there any chance I will harm her external hd?
I am mostly worried about iPhoto and itunes library, iMovie projects,and important excel spreadsheets on my desktop. Is time machine looking after these concerns?
Any help greatly appreciated.

Where is you TM backup?
Where are your external data redundancies?
Now you will need to use very expensive data recovery experts to recover data when you could have had it safely on a $100 worth of 2 external HD.
Mechanical HD failure circumvents using recovery software.......so, now you backed yourself into a corner and needed expensive data expert recovery.
You took a wrong turn a long while back before reaching this cliff edge.
that wrong term was not having (preferably 2) external HD as a redundant data archive.

Regarding how to Read data when it is in offline in SMP 3.0

I have a big problem guyz...I am working on a hybrid Mobile App
When I am in Online I am able to read the data.When I kill the application and relaunch the app and place the App in Airplane mode and when I try to read the data It is throwing me a error in browser stating "ERR_CONN_RESET" and in the device I am getting an error such as HTTPREQUESTFAILED....
Mithun Please help us in reading the data in offline Mode.Please help us it is on high priority
Tags edited by: Jitendra Kansal (Moderator)

Yeah for sure mithun,
function read() {
if(navigator.onLine){
alert("hi");
 updateStatus2("read request started");
 startTime = new Date();
 clearTable();
 if (!haveAppId()) {
 return;
 var sURL = applicationContext.applicationEndpointURL + "/DateFormats";
console.log("Date Formats Fetched"+ sURL);
 var oHeaders = {};
 oHeaders['Authorization'] = authStr;
oHeaders['X-SMP-APPCID'] = applicationContext.applicationConnectionId; //this header is provided by the logon plugin
oHeaders['Content-Type'] = "application/xml";
 oHeaders['X-CSRF-Token'] = "FETCH";
 var request = {
 headers : oHeaders,
 requestUri : sURL,
 method : "GET"
 console.log("read using " + sURL);
 OData.read(request, readSuccessCallback, errorCallback);
else{
sap.OData.applyHttpClient();
//OData.read(request,readSuccessCallback,errorCallback);
 function readSuccessCallback(data, response) {
 var endTime = new Date();
 var duration = (endTime - startTime)/1000;
 updateStatus2("Read " + data.results.length + " records in " + duration + " seconds");
 var productsTable = document.getElementById("ProductsTable");
 for (var i = 0; i < data.results.length; i++) {
 var row = productsTable.insertRow(1);
 var cell1 = row.insertCell(0);
 var cell2 = row.insertCell(1);
 cell1.innerHTML = data.results[i].DateFormatType;
 cell2.innerHTML = data.results[i].DateFormatValue;
the above is my read() function in which the data is read.
I am also attaching my openStore() method:
if (!haveAppId()) {
 return;
 startTime = new Date();
 updateStatus2("store.open called");
 var properties = {
 "name": "DateFormatsOfflineStore",
 "host": applicationContext.registrationContext.serverHost,
 "port": applicationContext.registrationContext.serverPort,
 "https": applicationContext.registrationContext.https,
 "serviceRoot" : appId,
"streamParams" : "custom_header=Authorization:Basic " + btoa(applicationContext.registrationContext.user + ":" + applicationContext.registrationContext.password) + ";custom_header=X-SMP-APPCID:" + applicationContext.applicationConnectionId + ";",
 "definingRequests" : {
 "DateFormats" : "/DateFormats"
 store = sap.OData.createOfflineStore(properties);
console.log("Offline Store Created");
 //var options = {};
 store.open(openStoreSuccessCallback, errorCallback/*, options*/);
console.log("Offline Store Opened");
When the device is in online , data is read absolutely fine where as in offline i am unable to read data and Http request failed error is getting displayed.....
Mithun Please help us in this on high priority

How to preserve size when dragging image into another image?

When dragging a 5x4in photo into a blank 11x8.5in image, the 5x4 is shrunk more than 50 percent. Any fix for this?

In a message dated 9/9/2014 12:28:44 AM Pacific Daylight Time,
[email protected] writes:
What are the involved images’ resolutions?
293.63 pixels/cm into 823.193 pixels/cm
Have you tried placing the image as a Smart Object?
No, but just treid with same shrinking.
Larry in Berkeley, California
>

How to call Report 6i/9i Oracle Standard Report into Discoverer 10g

How to call Report 6i Standared report into Duscoverer 10g as there is a requirement to create or transfer Oracle Standard report into Discoverer.
1) Account Analysis Subledger Details(180 Char) - Standard Report 6i as i want the same report in Discoverer 10g.
2) Aging Report -- 7 bucket --Standard report in 6i,how to transfer in Discoverer 10g.
Is is possible to Transfer from Report 6i to Discoverer or How to Create this report in Discoverer 10g.
Please advice,
Sushant

Well, if I had to do it, here's how I'd start.
1. Get the SQL from the Oracle Report and then create a database view that's more generic based on the SQL but still gets the answers.
For example, you'd not code many conditions, etc. but the database view would be pointing to the correct Oracle Apps tables / views.
Once you've got the view, bring it in to Disco Admin, etc. and create a report from it that now adds the extra conditions needed. That way you can use the underlying concept without hard coding things like dates, etc. which you would ask the user at run time.
However ... as you may well know ... Oracle Reports can do some 'strange and/or powerful things' on the fly and, for example, it may be something like a temporary table generated for the report, etc. so may become a much bigger issue.
2. If you have NoetixViews views then they'll most likely already have the views for these queries already created as they're reasonable for what's needed in an Oracle environment.
3. I'd see if there is already a pre-defined BIS view that covers this as well. Again, you're in an area that's pretty popular so if a BIS view already covers much of the same info then you've got a create view 'head start' already. Check views owned by Apps starting with the application plus FV or FG (the one you'd really want) such as: GLFG_Budgets_To_Actuals to see what I mean.
Russ

How to access data from node of other view into node of diff view?

Hi all,
 My requirement is that I have account defined in 'CLEAR_HEAD' component , view is 'CLEAR_HEAD/ClearAccountsEF'
context node is 'TARGETVALUE' and attribute is 'ACCOUNT1'. I need to access this account information in the same component but in another view 'CLEAR_HEAD/ClearAddressEL' and the context node is 'DEPLIST' and attribute is 'RADIO1'. I have one custom controller 'CLEAR_HEAD/CuCoHead' already defined in this component. I checked the above 'TARGETVALUE' node but it is not bind to any Custom controller. And I also checked the above pre-defined custom controller 'CLEAR_HEAD/CuCoHead' and the context node in this Custom controller is different from those of the above context nodes and the only one context node defined in this custom controller 'CLEAR_HEAD/CuCoHead' is 'LISTNODE'.
My quesitons are
1. How to bind the above context node(TARGETVALUE) to the custom controller. Can I bind it to the above existing custom controller 'CLEAR_HEAD/CuCoHead' , if so then how can I do since the above custom controller doesn't contain this context node(TARGETVALUE) and it contains only the context node 'LISTNODE'. If I can use the above existing Custom Controller then can I directly do binding by right clicking the context node(TARGETVALUE) -> Create binding. Then what should be the value in Target Contex Node?
2. Do I need to create another custom controller If so then can I directly follow the steps defined in this link '/people/vikash.krishna/blog/2009/12/28/crm-70-how-to--5d-custom-controller-and-binding-of-context-nodes' ? If so then what should be the Model node and Bol Entity name?
I appreciate your help..
Thanks,
Chinnu.

HI Chinnu, 
 
Approach 1: 
Bind the context node view1 TARGETVALUE with Component controller. 
and in View2 
data lr_comp_controller type ref to X----component controller 
lr_entity TYPE REF TO cl_crm_bol_entity. 
lr_comp_controller ?= me->comp_controller. 
 
lr_entity ?= lr_comp_controller->typed_context->Y->collection_wrapper->get_current( ). Y---CONTExt node in view1. 
 
Approach 2: 
Declare a static attribute in the View controller of first view. 
Read the attribute D1 value from DO_PREPARE_OUTPUT of first View and pass it to the Static sttribute. 
In your 2nd view u can read this Static Atribute and use it. 
Static Attribute u need to call as follows . Z********IMPL(Implemantation Class)=>ATTR1 
 
Approach 3: 
Creae a custom controller with the same context node used in view 1. 
Bound the custom controller context node to view 1 context node. 
 
Now in view 2, get the custome controller and read data from it. 

 
View1 context node: BTADMINH 

Custom controller: BT115QH_SLSQ/AdminH context node: BTADMINH_CUCO 

In view 1 context class (CTXT class), go to CREATE_BTADMINH method and append the below code to bind both the context nodes, 
<pre class="jive-pre"><code class="jive-code jive-java">* bind to custom controller
 owner->do_context_node_binding(
 iv_controller_type = CL_BSP_WD_CONTROLLER=>CO_TYPE_CUSTOM
 iv_name =
 'BT115QH_SLSQ/AdminH' "#EC NOTEXT
 iv_target_node_name = 'BTADMINH_CUCO'
 iv_node_2_bind = BTADMINH ).
Now in view 2 get the custom controller using the below code,
Data: lr_cuco type ref to <custom controller class>.
lr_cuco ?= me->get_custom_controller( controller_id = 'BT115QH_SLSQ/AdminH' ).
lr_entity = lr_cuco->typed_context->BTADMINHCUCO->collection_wrapper->get_current( ).
</code></pre> 

If you are just reading a attribute value from view1, then approach 2 shud b easy one. 
Approach 1 & 3, more or less the same, except we are using component controller vs custom controller. These approaches holds good when the data required to be accessed/updated from either views. 
 
Coming to your specific scenario, I think there is already a context node available in the compoenent controller TARGETBP, which can have the required data for you. Please look into that. 
 
Cheers, Satish 
Edited by: Satish Reddy Palyam on Aug 13, 2011 12:50 PM

How to load data from PSA to CUBE & DSO at a time using DTP in BI 7 ?

HI all,
I am new to BI 7 . How to load the data at same time to DSO & INFO CUBE using DTP.
Please provide me steps to load & plz specify which update mode I have to use ( FULL OR DELTA ) which one is best.
Plz Suggest me.
Thanks & Regards,
Kiran m.
Message was edited by:
kiran manyam

Below are the basic steps which we follow in any BI 2004S system:
1)Create datasource. Here u can set/check the Soucre System fields.
2)Create Transformation for that datasource. (no more update rules/transfer rules)
2.1) While creating transformation for DS it will ask you for data target name, so just assign where u want to update ur data.
DataSource -> Transformation -> Data Target
Now if you want to load data into data target from Source System Datasource:
1) Create infopackage for that data source. If you are creating infopackage for new datasources, it will only allow you update upto PSA, all other options u can see as disabled.
2)Now Create DTP (Data Transfer Process) for that data source.
3) NOw schdule the Infopackage, once the data is loaded to PSA, you can execute your DTP which will load data to data target.
If you are loading data from one one data target to other, no need to use PSA, you can directly execute DTP in that case.
Data Source -> Transformation (IP/DTP) -> Data Target1 -> DTP ->Data Target 2
Use the below link for detailed example:
https://www.sdn.sap.com/irj/servlet/prt/portal/prtroot/docs/library/uuid/fc61e12d-0a01-0010-2883-e2fc63ef729b
Infosources are no more mandatory with BI 7.0, below is the link to scenarios where we use infosources:
http://help.sap.com/saphelp_nw04s/helpdata/en/44/0243dd8ae1603ae10000000a1553f6/content.htm
Full or delta depends on your requirement...
chk the below thread to know better
difference between the various loads
hope it helps
Message was edited by:
sriram viswanathan

HOW TO READ DATA FROM A FILE AND INSERT INTO A TABLE USING UTL_FILE

Hi..
I have a file.I want to read the data from file and load it into a table using utl_file.
how can I do it?
Any reply apreciated...

Hi,
This is not your requirment but u can try this :
CREATE OR REPLACE DIRECTORY text_file AS 'D:\TEXT_FILE\';
GRANT READ ON DIRECTORY text_file TO fah;
GRANT WRITE ON DIRECTORY text_file TO fah;
DROP TABLE load_a;
CREATE TABLE load_a
(a1 varchar2(20),
a2 varchar2(200))
ORGANIZATION EXTERNAL
(TYPE ORACLE_LOADER
DEFAULT DIRECTORY text_file
ACCESS PARAMETERS
(FIELDS TERMINATED BY ','
LOCATION ('data.txt')
select * from load_a;
CREATE TABLE A AS select * from load_a;
SELECT * FROM A
Regards
Faheem Latif

How to Extract Data from SAP and Load it into Essbase

Hi All,
Can you recommend some ways to extract data from SAP and load it into Essbase?. I have no knowledge about SAP, not sure how I can perform this task. Can I use ODI for this job?
Thanks

hi,
Not sure if this helps but give a try
you can create connection from EAS to SAP .. using a plug-in .. if you have access to oracle Support go for [ID 968961.1]
or
below are steps
1. In EASPATH\console, open components.xml in a text editor.
2. Under <PluginList>, enter <Plugin archiveName="SAP" packageName="com.essbase.eas.sap.ui"/> before the closing </PlugIn> tag.
3. Save and close the file.
4. In EASPATH\console\bin, open admincon.lax in a text editor.
5. Search for lax.class.path= and append ;..\lib\sap_client.jar;..\lib \sap_common.jar to the entry. Save and close the file.
6. In EASPATH\server\bin, open adminsvr.lax in a text editor.
7. Search for lax.nl.java.option.additional, and append -DRFC_INI=EASPATH\server\saprfc.ini. Save and close the file.
8. Create a new environment variable, RFC_INI, with a value of EASPATH\server\saprfc.ini
9. Copy librfc.dll andsapjcorfc.dll to EASPATH\server\bin. You may need to obtain these files from SAP.
let me know if it works :)

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