alea-institute/kl3m-data-sample-004-shuffled huggingface dataset:
Exhibit 21

List of Subsidiaries



|                                                |  |                                              
|----------------------------------------------- |  | ---------------------------------------------
|Subsidiary                                      |  | Jurisdiction of Organization or Incorporation
|LaBranche & Co. LLC                             |  | New York                                     
|LaBranche Financial Services, LLC               |  | New York                                     
|LaBranche Structured Holdings, Inc.             |  | Delaware                                     
|LaBranche Structured Products LLC               |  | New York                                     
|LaBranche Structured Products Specialists, LLC  |  | New York                                     
|LABDR Services, Inc.                            |  | Delaware                                     
|LaBranche & Co. B.V.                            |  | Netherlands                                  
|LaBranche Structured Products Europe Limited    |  | United Kingdom                               
|LaBranche Structured Products Hong Kong Limited |  | Hong Kong                                    
|LaBranche Structured Products Direct, Inc.      |  | New York
## Breadcrumb

-  Publications 
-  Reports 

#           National shoreline change—Summary statistics for vector shorelines from the early 1900s to the 2010s for Puerto Rico      

      April 12, 2024    

View Report

HTML Format

XML Format

The U.S. Geological Survey (USGS) maintains a database of historical shoreline positions for the United States coasts derived from historical sources, such as aerial photographs or topographic surveys, and contemporary sources, such as modern orthophotography, light detection and ranging (lidar) point clouds, and digital elevation models. These shorelines are compiled within a geographic information system and analyzed in the USGS Digital Shoreline Analysis System (version 5.1) software to calculate rates of change. Keeping a record of historical shoreline positions is an effective method to monitor change over time, enabling scientists and resource managers to identify areas that are historically most susceptible to erosion or accretion.

The effort in this report represents an expansion of the USGS national-scale shoreline database to include Puerto Rico and the islands of the territory, Vieques and Culebra. The USGS, in cooperation with the Coastal Research and Planning Institute of Puerto Rico (part of the Graduate School of Planning at the University of Puerto Rico, Río Piedras Campus) has derived and compiled a database of historical shoreline positions for Puerto Rico from the early 1900s through 2018, with the goal of providing beneficial insight for coastal managers and communities vulnerable to coastal change.

## Citation Information

## Related Content

                  -              Data           
                  -              Connect           

November 19, 2021

####                 Puerto Rico shoreline change: A GIS compilation of shorelines, baselines, intersects, and change rates calculated using the Digital Shoreline Analysis system version 5.1 (ver. 2.0, March 2023)              

Woods Hole Coastal and Marine Science Center

#### Rachel Elizabeth Henderson

##### Physical Scientist

Woods Hole Coastal and Marine Science Center

rehenderson@usgs.gov

#### Julia L Heslin

##### Geographer

Woods Hole Coastal and Marine Science Center

jheslin@usgs.gov

508-457-2230

## Related Content

November 19, 2021

####                 Puerto Rico shoreline change: A GIS compilation of shorelines, baselines, intersects, and change rates calculated using the Digital Shoreline Analysis system version 5.1 (ver. 2.0, March 2023)              

Woods Hole Coastal and Marine Science Center

#### Rachel Elizabeth Henderson

##### Physical Scientist

Woods Hole Coastal and Marine Science Center

rehenderson@usgs.gov

#### Julia L Heslin

##### Geographer

Woods Hole Coastal and Marine Science Center

jheslin@usgs.gov

508-457-2230

### Study Area

### Contact

#### Woods Hole Coastal and Marine Science Center

384 Woods Hole Rd.Woods Hole, MA02543United States

508-548-8700

508-457-2310

### Explore Search

                  - United States
                  - Puerto Rico

View All **
Case 19-23123-LMI    Doc 68    Filed 05/26/20    Page 1 of 3

Case 19-23123-LMI    Doc 68    Filed 05/26/20    Page 2 of 3

Case 19-23123-LMI    Doc 68    Filed 05/26/20    Page 3 of 3
J.S.P., a juvenile, Appellant, v. The STATE of Florida, Appellee.

No. 3D17-2199

District Court of Appeal of Florida, Third District.

Opinion filed April 25, 2018.

**DECISION WITHOUT PUBLISHED OPINION**

Affirmed.
EXHIBIT 31.2

     CERTIFICATIONS OF CFO PURSUANT TO SECTION 302 OF THE SARBANES-OXLEY ACT

                                 CERTIFICATIONS

I, Steve Careaga, certify that:

1. I have reviewed this annual report on Form 10-KSB of Reality Wireless
Networks, Inc. ("registrant");

2. Based on my knowledge, this report does not contain any untrue statement of a
material fact or omit to state a material fact necessary to make the statements
made, in light of the circumstances under which such statements were made, not
misleading with respect to the period covered by this report;

3. Based on my knowledge, the financial statements, and other financial
information included in this report, fairly present in all material respects the
financial condition, results of operations and cash flows of the registrant as
of, and for, the periods presented in this report;

4. The registrant's other certifying officer and I are responsible for
establishing and maintaining disclosure controls and procedures (as defined in
Exchange Act Rules 13a-15(e) and 15d-15(e)) for the registrant and have:

a) Designed such disclosure controls and procedures, or caused such disclosure
controls and procedures to be designed under our supervision, to ensure that
material information relating to the registrant, including its consolidated
subsidiaries, is made known to us by others within those entities, particularly
during the period in which this report is being prepared;

b) Evaluated the effectiveness of the registrant's disclosure controls and
procedures and presented in this report our conclusions about the effectiveness
of the disclosure controls and procedures, as of the end of the period covered
by this report based on such evaluation; and

c) Disclosed in this report any change in the registrant's internal control over
financial reporting that occurred during the registrant's most recent fiscal
quarter (the registrant's fourth fiscal quarter in the case of an annual report)
that has materially affected, or is reasonably likely to materially affect, the
registrant's internal control over financial reporting; and

5. The registrant's other certifying officer and I have disclosed, based on our
most recent evaluation of internal control over financial reporting, to the
registrant's Independent Registered Public Accounting Firm and the audit
committee of registrant's board of directors (or persons performing the
equivalent functions):

a) All significant deficiencies and material weaknesses in the design or
operation of internal control over financial reporting which are reasonably
likely to adversely affect the registrant's ability to record, process,
summarize and report financial information; and

b) Any fraud, whether or not material, that involves management or other
employees who have a significant role in the registrant's internal control over
financial reporting.

February 17, 2005

/s/ Steve Careaga
- -----------------
Steve Careaga
Principal Financial Officer

                                       23
## Breadcrumb

-  Publications 
-  Articles 

#           Quantification of manganese for ChemCam Mars and laboratory spectra using a multivariate model      

      May 31, 2021    

We report a new calibration model for manganese using the laser-induced breakdown spectroscopy instrument that is part of the ChemCam instrument suite onboard the NASA Curiosity rover. The model has been trained using an expanded set of 523 manganese-bearing rock, mineral, metal ore, and synthetic standards. The optimal calibration model uses the Partial Least Squares (PLS) and Least Absolute Shrinkage and Selection Operator (LASSO) multivariate techniques, with a novel “double blending” technique. We determined the detection limit for manganese is 82 ppm using a method blank procedure and is possibly as low as 27 ppm based on visual inspection of the spectra. Based on a representative test set consisting of measurements on 93 standards, the double blended multivariate model shows a Root Mean Squared Error of Prediction (RMSEP) accuracy of 1.39 wt% MnO for the full blended model. Employing a local RMSEP estimate where the model performance is evaluated based on nearby test samples, the accuracy is 0.03 wt% at the quantification limit (0.05 wt% MnO), 0.4 wt% accuracy at 1.0 wt% MnO, and 4.4 wt% accuracy at 100 wt% MnO. Precision is estimated using the standard deviation of the test set measurements, and is ±0.01 wt% MnO at the quantification limit, ±0.09 wt% MnO at 1.0 wt% MnO, and ± 2.1 wt% MnO at 100 wt% MnO (all 1 standard deviation). This new calibration is important for understanding the variation of manganese in the bedrock with the Curiosity rover on Mars, which provides insight into past redox conditions on Mars.

## Citation Information

## Related Content

                  -              Connect           

#### Ryan Bradley Anderson

##### Physical Scientist

Astrogeology Science Center

rbanderson@usgs.gov

734-657-8085

## Related Content

#### Ryan Bradley Anderson

##### Physical Scientist

Astrogeology Science Center

rbanderson@usgs.gov

734-657-8085

### Contact

####               Astrogeology Science Center          

2255 N. Gemini DriveFlagstaff, AZ86001United States

928-556-7000

928-556-7014

### Explore Search

                  - Mars

View All **
## Breadcrumb

-  Publications 
-  Reports 

#           Major winter and nonwinter floods in selected basins in New York and Pennsylvania      

      January 1, 1947    

View Document

The scientific design of flood-control works is based on an evaluation of the hydrologic factors basic to flood events, particularly how rainfall and snow runoff, soil conditions, and channel influences can combine to produce greater or lesser floods. For this purpose an analysis of the pertinent hydrologic data is needed. The methods of analysis adopted should conform as closely as possible to those already in use and must be adapted to the quality of the available information. Maximum floods in 8 basins in New York and Pennsylvania during the winter and nonwinter months were studied, a total of 21 floods. The most outstanding winter flood of record in the North Atlantic region was that of March 1936. Rainfall plus snow melt in the basins studied ranged between 3.04 and 6.87 inches, and associated volumes of direct runoff from 1.88 to 5.63 inches. Winter floods have a common characteristic in their relation to freezing temperature. The antecedent periods, representing a period of snow accumulation and frost penetration, are below freezing, and the flood itself is contemporaneous with a period of above-freezing temperatures, usually associated with rain, during which the previously accumulated snow is melted. A second common characteristic of major winter floods is their tendency to be associated with widespread causal meteorologic conditions. There was a more complete conversion of rainfall and snow melt into runoff during the winter storms studied than during the wettest nonwinter flood. Snow melt during winter floods ranged from 0.04 to 0.07 inch per degree-day above 32° F. The depth of mean areal rainfall produced by the nonwinter storms studied ranged from 3.05 to 4.96 inches. The maximum 24-hour quantity at single stations was 14 inches, which was measured during the storm of July 1935 in New York. The volume of direct runoff ranged between 1.39 and 3.41 inches. The portion of rainfall that was converted into runoff varied in accordance with the rate of antecedent base flow, expressed in second-feet per square mile, and emphasized the influence of antecedent conditions. The average volume of direct runoff during winter floods was 4.24 inches, and the average during nonwinter floods was 2.44 inches. The latter, however, were more concentrated as to time, tending to compensate for large volume of runoff in winter, so that the crest rates of direct runoff averaged 0.056 inches per hour during the winter and 0.051 inches during the nonwinter period. 

## Citation Information

### Study Area

### Contact

####               Pennsylvania Water Science Center          

215 Limekiln RoadNew Cumberland, PA17070United States

717-730-6900 

### Explore Search

                  - United States
                  - New York
                  -  Pennsylvania

View All **
[Federal Register Volume 60, Number 81 (Thursday, April 27, 1995)]
[Unknown Section]
[Page 20777]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: X95-40427]



-----------------------------------------------------------------------
## Breadcrumb

-  Publications 
-  Articles 

#           Performance-based earthquake early warning for tall buildings              

      March 28, 2024    

## Citation Information

## Related Content

                  -              Connect           

#### Grace Parker

##### Research Geophysicist

Earthquake Hazards Program

gparker@usgs.gov

650-439-2609

#### Mehmet Celebi

##### Research Civil Engineer

Earthquake Hazards Program

celebi@usgs.gov

650-329-5623

## Related Content

                  - Connect  Grace ParkerResearch GeophysicistEarthquake Hazards ProgramEmailgparker@usgs.govPhone650-439-2609Mehmet CelebiResearch Civil EngineerEarthquake Hazards ProgramEmailcelebi@usgs.govPhone650-329-5623 

### Contact

####               Earthquake Science Center          

350 N. Akron RoadMoffett Field, CA94035United States
## Breadcrumb

-  Publications 
-  Reports 

#           Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: July 1983      

      January 1, 1983    

View Document

The preliminary geomagnetic data included here is made available to scientific personnel and organizations, as part of a cooperative effort and on a data exchange basis because of the early need by some users. To avoid delay, all of the data is copied from original forms processed at the observatory; therefore it should be regarded as preliminary.

## Citation Information

### Explore Search

                  - Natural Hazards
                  - United States
                  - Alaska
                  - College Observatory

View All **
```

[Congressional Bills 114th Congress]
[From the U.S. Government Publishing Office]
[H.R. 4746 Introduced in House (IH)]

<DOC>

114th CONGRESS
  2d Session
                                H. R. 4746

 To provide that no additional Federal funds may be made available for 
            National Heritage Areas, and for other purposes.

_______________________________________________________________________

                    IN THE HOUSE OF REPRESENTATIVES

                             March 15, 2016

 Mr. Russell introduced the following bill; which was referred to the 
                     Committee on Natural Resources

_______________________________________________________________________

                                 A BILL

 
 To provide that no additional Federal funds may be made available for 
            National Heritage Areas, and for other purposes.

    Be it enacted by the Senate and House of Representatives of the 
United States of America in Congress assembled,

SECTION 1. SHORT TITLE.

    This Act may be cited as the ``End NHA Earmarking Act''.

SEC. 2. NO ADDITIONAL FEDERAL FUNDS FOR NATIONAL HERITAGE AREAS.

    (a) Prohibition on Future Funding.--No Federal funds may be made 
available for the National Heritage Partnership Program or for any 
National Heritage Area.
    (b) Savings.--Subsection (a) shall not affect the availability of 
Federal funds made appropriated or otherwise made available before the 
date of the enactment of this Act.
                                 <all>
```
D'Angelo Lavelle DIXON, Appellant/Petitioner(s), v. Julie JONES, Secretary, Appellee/Respondent(s).

CASE NO.: 2D18-1345

District Court of Appeal of Florida, Second District.

May 14, 2018

**DECISION WITHOUT PUBLISHED OPINION**

Denied.
IN THE UNITED STATES COURT OF APPEALS

FOR THE FIFTH CIRCUIT

No. 19-10710

Conference Calendar

UNITED STATES OF AMERICA,

Plaintiff-Appellee

v.

JEFFREY SCOTT HATFIELD,

Defendant-Appellant

Appeals from the United States District Court

for the Northern District of Texas

USDC No. 3:18-CR-6-30

Before CLEMENT, GRAVES, and OLDHAM, Circuit Judges.

PER CURIAM:*

The attorney appointed to represent Jeffrey Scott Hatfield has moved for 

leave to withdraw and has filed a brief in accordance with Anders v. California, 

386 U.S. 738 (1967), and United States v. Flores, 632 F.3d 229 (5th Cir. 2011). 

Hatfield has not filed a response. We have reviewed counsel’s brief and the 

relevant portions of the record reflected therein. We concur with counsel’s 

assessment that the appeal presents no nonfrivolous issue for appellate review. 

* Pursuant to 5TH CIR. R. 47.5, the court has determined that this opinion should not 

be published and is not precedent except under the limited circumstances set forth in 5TH 

CIR. R. 47.5.4.

United States Court of Appeals

Fifth Circuit

FILED

March 27, 2020

Lyle W. Cayce

Clerk

 Case: 19-10710 Document: 00515362215 Page: 1 Date Filed: 03/27/2020
No. 19-10710

2

Accordingly, counsel’s motion for leave to withdraw is GRANTED, counsel is 

excused from further responsibilities herein, and the APPEALS ARE

DISMISSED. See 5TH CIR. R. 42.2.

 Case: 19-10710 Document: 00515362215 Page: 2 Date Filed: 03/27/2020
Alejandro MONDRAGON, Appellant/Petitioner(s), v. STATE of Florida, Appellee/Respondent(s).

CASE NO.: 2D18-0362

District Court of Appeal of Florida, Second District.

May 24, 2018

**DECISION WITHOUT PUBLISHED OPINION**

Dismisses.
[Federal Register Volume 60, Number 202 (Thursday, October 19, 1995)]
[Corrections]
[Page 54103]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: X95-31019]




DEPARTMENT OF STATE

22 CFR Part 51

[Public Notice 2262]


Bureau of Consular Affairs; Passports for Minors

Correction

    In proposed rule document 95-24344 beginning on page 51760 in the 
issue of Tuesday, October 3, 1995, make the following correction:


Sec. 51.27  [Corrected]

    On page 51761, in the third column, in Sec. 51.27(d)(2), in the 
fifth line, insert ``terminated by a court order which has been'' after 
``been''.

BILLING CODE 1505-01-D
## Breadcrumb

-  Publications 
-  Reports 

#           Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: February 1979      

      January 1, 1979    

View Document

The preliminary geomagnetic data included here is made available to scientific personnel and organizations, as part of a cooperative effort and on a data exchange basis because of the early need by some users. To avoid delay, all of the data is copied from original forms processed at the observatory; therefore it should be regarded as preliminary.

## Citation Information

### Study Area

### Explore Search

                  - Natural Hazards
                  - United States
                  - Alaska
                  - College Observatory

View All **
Tyrone ROGERS, Appellant, v. STATE of Florida, Appellee.

Case No. 2D17-34

District Court of Appeal of Florida, Second District.

Opinion filed November 17, 2017

Tyrone Rogers, pro se.

Pamela Jo Bondi, Attorney General, Tallahassee, and Katherine Coombs Cline, Assistant Attorney General, Tampa, for Appellee.

PER CURIAM.

Affirmed.

SILBERMAN, SLEET, and BADALAMENTI, JJ., Concur.
Exhibit 32.1


Section 1350 Certification





In connection with the Annual Report on Form 10-K, as amended, of China Direct Industries, Inc. (the "Company") for the fiscal year ended September 30, 2010 as filed with the Securities and Exchange Commission (the "Report"), I, Yuejian (James) Wang, Chief Executive Officer of the Company, and I, Andrew X. Wang, Chief Financial Officer of the Company, certify, pursuant to 18 U.S.C. Section 1350, as adopted pursuant to Section 906 of the Sarbanes-Oxley Act of 2002, that to the best of our knowledge:





1.  The Report fully complies with the requirements of Section 13(a) or 15(d) of the Securities Exchange Act of 1934; and





2.  The information contained in the Report fairly presents, in all material respects, the financial condition and result of operations of the Company.





Date: January 28, 2011



/s/    Yuejian (James) WangYuejian (James) Wang

Chairman, President and Chief Executive OfficerDate: January 28, 2011



/s/    Andrew X. WangAndrew X. Wang

Executive Vice President and Chief Financial Officer





This certification accompanies this Annual Report on Form 10-K pursuant to Section 906 of the Sarbanes-Oxley Act of 2002 and shall not, except to the extent required by such Act, be deemed filed by the Company for purposes of Section 18 of the Securities Exchange Act of 1934, as amended (the “Exchange Act”). Such certification will not be deemed to be incorporated by reference into any filing under the Securities Act of 1933, as amended, or the Exchange Act, except to the extent that the Company specifically incorporates it by reference.
## Breadcrumb

-  Publications 
-  Conference Papers 

#           Rapid sensitivity analysis for reducing uncertainty in landslide hazard assessments      

      December 23, 2020    

One of the challenges in assessing temporal and spatial aspects of landslide hazard using process-based models is estimating model input parameters, especially in areas where limited measurements of soil and rock properties are available. In an effort to simplify and streamline parameter estimation, development of a simple, rapid approach to sensitivity analysis relies on field measurements of landslide characteristics, especially slope and depth. This method is demonstrated for a case study in Puerto Rico where widespread destruction resulted from tens of thousands of debris flows induced by Hurricanes Irma and María in Puerto Rico in 2017. The approach can be applied to estimation of shear strength as well as hydrologic parameters that control infiltration and flow of water in the subsurface and ultimately the timing of landslides resulting from heavy rainfall. Results narrow the possible range of cohesion and friction parameters as well as hydraulic conductivity and other soil water parameters by counting the fraction of field observations that can be explained by each combination of parameters. For cases studied in Puerto Rico, the method identified combinations of cohesion and friction values that explain more than 80–90% of observed landslide source areas.

## Citation Information

## Related Content

                  -              Connect           

#### Rex Baum

##### Research Geologist Emeritus

Landslide Hazards Program

baum@usgs.gov

303-273-8610

## Related Content

#### Rex Baum

##### Research Geologist Emeritus

Landslide Hazards Program

baum@usgs.gov

303-273-8610

### Study Area

### Contact

#### Geologic Hazards Science Center

1711 Illinois St.Golden, CO80401United States

303-273-8500

### Explore Search

                  - Natural Hazards
                  - United States
                  - Puerto Rico

View All **