cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4211/hs.31e28db004f74d5788cfaf364c142e3f
title: Investigating Temporal and Spatial Variations of Nutrient and Trace Metal Loading to Utah Lake

description: Utah Lake, the largest freshwater lake in the United States west of the Mississippi River, has received
heavy loading of various contaminants, such as high concentrations of phosphorus (P) and nitrogen (N) wastes
from raw sewage, effluent from sewage treatment plants, runoff from surrounding agricultural and farming land,
and metals from mining and industrial activities since European settlement. However, the rate of loading of N, P,
and trace metals to Utah Lake varies both in space and time. Therefore, a good understanding of such spatial and
temporal variability is critical for developing integrated approaches to managing lake water quality. In this project,
we took water and floc layer sediment samples from the American Fork River, Provo River, Hobble Creek,
Spanish Fork River, Jordan River and Utah Lake to investigate the temporal and spatial variations in nutrient (P,
N) load and trace metal (mercury/methylmercury, arsenic, lead, cadmium, etc.) concentrations. In addition, water
samples were analyzed for H and O stable isotopes to establish a water budget for Utah Lake, and floc layer
sediment samples were analyzed for C and N stable isotopes to differentiate organic matter sources to Utah
Lake. Upon completion of this project, we were able to quantify spatial and temporal variations in nutrient and
metal loading to Utah Lake and to examine how this variability affected water quality. Furthermore, we were
able to trace the origins of organic matter sources to the lake and establish nutrient, metal, and water budget for
Utah Lake. The knowledge from this project can guide actions that are increasingly required to safeguard the
services provided by Utah Lake ecosystem in a future with increasing pressure on freshwater resources. The water,
nutrient, and trace metal budgets developed in this project provide important information for determining
which inflows are contributing the largest contaminant loads to Utah Lake. Consequently, the data derived from
this project can help state agencies to address significant questions in water quality, hydrologic, environmental,
and biogeochemical sciences and management related to human-environment interactions.
DOI: 10.4211/hs.8e0ad0e45df44404b0ad42ecc84a95da
title: Hydrological data for Pogro study site, Purulia district, West Bengal, India

description: This hydrological dataset was collected as part of a project titled "Water harvesting and better cropping systems for smallholders of the East India Plateau" (project LWR/2002/100).  The dataset includes a set of climatic variables (air temperature, relative humidity, wind speed and solar radiation), streamflow at 2 culverts, as well as water levels at a collection of ponds, wells and piezometers across a 250 ha study area in the Purulia district of West Bengal, India. The project was funded by the Government of Australia, the research component through the Australian Centre for International Agricultural Research and its application through AusAID.  In-kind support was also provided by the Government of India through the Indian Council for Agricultural Research.  Each of the Institutions engaged in the project also provided in-kind support. We particularly acknowledge the farmers and their families who put their trust in us, shared their thoughts, time and labour, and gave us access to their land and water, without which this project would not have been possible.

The final report for the project can be accessed from <a href="http://aciar.gov.au/publication/FR2013-25" rel="nofollow">http://aciar.gov.au/publication/FR2013-25</a>
DOI: 10.4211/hs.7881821a5c0e4ae3822b96a59f4bf8b6
title: Exploratory Tree Survey (2016 - Eel River Critical Zone Observatory - Sagehorn - Central Belt Melange, Franciscan Complex, Northern California Coast Ranges, USA)

description: We surveyed more than 2,800 individual trees over an approximately 10 hectare area May 2-5, 2016 at the Eel River Critical Zone Observatory Sagehorn site in Mendocino County, California, USA. Trees species, size (height for juvenile and diameter for mature individuals), canopy position (for mature individuals), and location (meter-scale resolution GPS) were recorded. The survey area is a small portion of a 5,000 acre private cattle ranch that experienced a large fire in 1950 and some logging of Douglas fir in the first half of the twentieth century. The hilly landscape is part of the Central Belt Melange of the Franciscan Formation complex, and surveyed areas were underlain by sheared clay-rich melange matrix (dominant vegetation: annual herbaceous groundcover and Quercus garryana (Oregon White Oak)), as well as poorly sorted, immature sandstone blocks (greywacke; dominant vegetation: Arctostaphylos spp (Manzanita - not surveyed), Pseudotsuga menziesii (Douglas Fir) and Arbutus menziesii (Pacific Madrone)). Trees with diameters at breast height (1.4 m; DBH) greater than 5 cm (n = 313) were tagged for future surveys.
DOI: 10.4211/hs.e10be4569cf54127bf6a225862b964ee
title: Human amplified changes in precipitation–runoff patterns in large river basins of the Midwestern United States - accompanying data 

description: Data to accompany Kelly SA, Takbiri Z, Belmont P, and Foufoula-Georgiou E. 2017. Human amplified changes in precipitation–runoff patterns in large river basins of the Midwestern United States. Hydrology and Earth System Sciences.
DOI: 10.4211/hs.6cd3728f69cb4cb39c6f11baac1734ec
title: Minnesota River Bathymetry: 2013 - 2016 

description: River bathymetry data were collected between 2013 and 2016 at 10 Minnesota sites along the Minnesota River between Granite Falls and Shakopee. In total, 234.2 km were surveyed, with the most coverage between Mankato and Shakopee. We surveyed the Minnesota River using a cataraft with an outboard motor, an acoustic doppler current profiler, and a GPS to collect depth and positioning information. ADCP and GPS data were post processed using python scripts to take advantage of the four beam depths and correct for orthometric elevations. Channel bed elevations were calculated from the water surface elevation and measured depth. Bed elevation points were interpolated into a tin, then 1m x 1m rasters. For each year we have included rasters for each site, a shapefile of survey points, survey polygons, and raw measurement files from the ADCP software WinRiver II.
DOI: 10.17026/ar/jl1ke7
title: PAN-00054257 - open arm ring with buffer-shaped terminals

description: &lt;p&gt;This find is registered at Portable Antiquities of the Netherlands with number PAN-00054257&lt;/p&gt;
description: Modified: 2025-08-29T10:40:48+02:00
DOI: 10.4211/hs.cdd0ccc37c3b43179d63a4fcb2786c2d
title: Data and numerical model for testing multifrequency analysis of temperature time series in streambeds

description: Although usage of the inverse solution of the one-dimensional advection-diffusion equation for estimating streambed fluid fluxes, bed elevation changes, or bed thermal diffusivity have historically assumed the need for sinusoidal or at least nominally sinusoidal surface boundary temperature fluctuations, it is technically not a requirement.  It has similarly been assumed that gradients in temperature in the bed would cause errors in parameter estimates.  A published mathematical derivation (Luce et al., 2017) demonstrates that this is not true, but laboratory experiments and numerical modeling were done to support the illustration of the consequences of the derivation.  These data are supplied here.

Reference:
Luce, C. H., Tonina, D., Applebee, R., & DeWeese, T. (2017). Was that assumption necessary? Reconsidering boundary conditions for analytical solutions to estimate streambed fluxes. Water Resources Research. doi: 10.1002/2017WR020618
DOI: 10.4211/hs.1be4d7902c87481d85b93daad99cf471
title: Animas watershed snowmelt modeling in the 2010 water year (use case 1)

description: It was created using HydroShare UEB model inputs preparation application which utilized the HydroDS modeling web services (https://github.com/CI-WATER/Hydro-DS). The model inputs data files include: watershed.nc, aspect.nc, slope.nc, cc.nc, hcan.nc, lai.nc, vp0.nc, tmin0.nc, tmax0.nc, srad0.nc, prcp0.nc, ueb_setup.py, hydrogate.py. The model parameter files include: control.dat, param.dat, inputcontrol.dat, outputcontrol.dat, siteinitial.dat. This model instance resource is complete for model simulation and the corresponding model output files are also included.
DOI: 10.4211/hs.a3a9ba772aac4cba9533b35bb6b5fe42
title: Grab Sample Data for Dissolved Organic Matter Study in the Northwest Field Canal in Logan, UT

description: This dataset includes grab sample data collected during baseflow and stormflow conditions in the Northwest Field Canal (NWFC), located in Logan, UT. Grab sample data includes results from samples that were analyzed using dissolved organic carbon concentration analysis and excitation emission matrix spectroscopy to determine organic matter concentration and characteristics. Methods used in sample collection and analysis are described in detail within the methods document included as part of this resource.
DOI: 10.4211/hs.6711ca843bcc4834b51288a3ddc3aa08
title: Mobile Sensing Platform Data for Dissolved Organic Matter Study in the Northwest Field Canal in Logan, UT

description: This dataset includes data collected using a mobile sensing platform during baseflow and stormflow conditions in the Northwest Field Canal, located in Logan, UT.  Data were collected by floating a payload of sensors in a longitudinal transect down the length of the canal and recording latitude, longitude, and several water quality variables, including fluorescent dissolved organic matter (FDOM), observations from custom fluorometers designed for calculating the fluorescence index (FI), dissolved oxygen, temperature, pH, specific conductance, and turbidity. The methods used in collection and processing of these data are described in detail in the methods document included within this resource.
DOI: 10.4211/hs.c1be74eeea614d65a29a185a66a7552f
title: Time Series Data for Dissolved Organic Matter Study in the Northwest Field Canal in Logan, UT

description: This dataset includes time series data collected during baseflow and stormflow conditions in the Northwest Field Canal, located in Logan, UT. Time series data includes fluorescent dissolved organic matter (FDOM), observations from custom fluorometers used to calculate the fluorescence index in situ, turbidity, and rainfall. Methods used for deploying sensors, collecting data, and processing for quality control are described in the methods document contained within this resource.
DOI: 10.4211/hs.84d1b8b60f274ba4be155881129561a9
title: National Water Economy Database, version 1.1

description: The National Water Economy Database (NWED) quantifies and maps a spatially detailed and economically complete blue water footprint for the United States. NWED utilizes multiple mesoscale federal data resources from the United States Geological Survey (USGS), the United States Department of Agriculture (USDA), the U.S. Energy Information Administration (EIA), the U.S. Department of Transportation (USDOT), the U.S. Department of Energy (USDOE), and the U.S. Bureau of Labor Statistics (BLS) to quantify water use, economic trade, and commodity flows to construct this water footprint. Results corroborate previous studies in both the magnitude of the U.S. water footprint (F) and in the observed pattern of virtual water flows.
DOI: 10.4211/hs.397b353baf384cc99777e06c6a2a3215
title: Updated Steady State USGS  MODFLOW Juab Valley UT

description: Steady State and Transient models of Juab Valley converted to MODFLOW 2000 models.
<a href="https://pubs.er.usgs.gov/publication/70179114" rel="nofollow">https://pubs.er.usgs.gov/publication/70179114</a>

Plans to import water to Juab Valley, Utah, primarily for irrigation, are part of the Central Utah Project. A better understanding of the hydrology of the valley is needed to help manage the water resources and to develop conjunctive-use plans.

The saturated unconsolidated basin-fill deposits form the ground-water system in Juab Valley. Recharge is by seepage from streams, unconsumed irrigation water, and distribution systems; infiltration of precipitation; and subsurface inflow from consolidated rocks that surround the valley. Discharge is by wells, springs, seeps, evapotranspiration, and subsurface outflow to consolidated rocks. Ground-water pumpage is used to supplement surface water for irrigation in most of the valley and has altered the direction of groundwater flow from that of pre-ground-water development time in areas near and in Nephi and Levan.

Greater-than-average precipitation during 1980-87 corresponds with a rise in water levels measured in most wells in the valley and the highest water level measured in some wells. Less-than average precipitation during 1988-91 corresponds with a decline in water levels measured during 1988-93 in most wells. Geochemical analyses indicate that the sources of dissolved ions in water sampled from the southern part of the valley are the Arapien Shale, evaporite deposits that occur in the unconsolidated basin-fill deposits, and possibly residual sea water that has undergone evaporation in unconsolidated basin-fill deposits in selected areas. Water discharging from a spring at Burriston Ponds is a mixture of about 70 percent ground water from a hypothesized flow path that extends downgradient from where Salt Creek enters Juab Valley and 30 percent from a hypothesized flow path from the base of the southern Wasatch Range.

The ground-water system of Juab Valley was simulated by using the U.S. Geological Survey modular, three-dimensional, finite-difference, ground-water flow model. The numerical model was calibrated to simulate the steady-state conditions of 1949, multi-year transient-state conditions during 1949-92, and seasonal transient-state conditions during 1992-94. Calibration parameters were adjusted until model-computed water levels reasonably matched measured water levels. Parameters important to the calibration process include horizontal hydraulic conductivity, transmissivity, and the spatial distribution and amount of recharge from subsurface inflow and seepage from ephemeral streams to the east side of Juab Valley.
DOI: 10.4211/hs.26c1d7a19e544718851181ac6e9f0fdc
title: HYMOD2 Model MATLAB Code

description: HYMOD2 is an improved version of the widely used hydrologic model HYMOD. The improvements are made based on simple but realistic evaporation process multi-parameterization. There are two files in this resource, (1) hymod.m and (2) Inputs.mat. The first file is the model code which is well commented so that it is easy to follow. The second file is an example input file which consists of time series of three different variables, precipitation (column-1), potential evapotranspiration (column-2) and discharge (column-3), all in mm. 
​
HYMOD2 Citation: ​
Roy, T., H. V. Gupta, A. Serrat-Capdevila, and J. B. Valdes (2017), Using Satellite-Based Evapotranspiration Estimates to Improve the Structure of a Simple Conceptual Rainfall-Runoff Model, Hydrology and Earth System Sciences, 21(2), 879–896, doi:10.5194/hess-21-879-2017.

HYMOD Citation:
​Boyle, D. P., H. V Gupta, and S. Sorooshian (2000), Toward improved calibration of hydrologic models: Combining the strengths of manual and automatic methods, Water Resources Research, 36, 3663– 3674, doi:10.1029/2000WR900207.
DOI: 10.4211/hs.04cd8806e8ca45eeb05ff000ac28f2ff
title: Identifying street gutters used for secondary water delivery in urbanized areas of Cache Valley, UT

description: We created a shapefile of Utah's Cache Valley street water conveyance system using ArcGIS. This included gutters, canals, and discontinued canals that transport secondary water to customers. This data collection and research supports coupled human-natural systems research because it connects human and environmental water systems. The purpose of our data collection and mapping is to support future analysis of street gutters and canals as unique secondary water delivery systems. We georeferenced  the network of street water conveyance in summer 2016 that delivers secondary water. We drove, cycled, and walked Logan streets and marked those with observed water conveyance through gutters and canals on a printed map that was then transferred into an ArcGIS shapefile. To accurately determine which street gutters are part of the irrigation water delivery system, we contacted Cache County irrigation companies to receive guidance and feedback.
DOI: 10.4211/hs.0a2ec1696e2842548c9a8103edc55c9b
title: In situ measurements of soil and vadose zone water isotopes reveal water storage and fluxes in semi-aird ecosystems

description: These data are from the following publication:
Oerter, E. J., & Bowen, G. (2017). In situ monitoring of H and O stable isotopes in soil water reveals ecohydrologic dynamics in managed soil systems. Ecohydrology, 10(4).

Abstract:

The water cycle in urban and hydrologically-managed settings is subject to perturbations that are dynamic on small spatial and temporal scales, the effects of which may be especially profound in soils. We deploy a membrane inlet-based laser spectroscopy system in conjunction with soil moisture sensors to monitor soil water dynamics and H and O stable isotope ratios (δ H and δ18O values) in a seasonally irrigated urban landscaped garden soil over the course of 9 months between the cessation of irrigation in the autumn and the onset of irrigation through the summer. We find that soil water δ2H and δ18O values predominately reflect seasonal precipitation and irrigation inputs. A comparison of total soil water by cryogenic extraction and mobile soil water measured by in situ water vapor probes, reveals that initial infiltration events after long periods of soil drying (the autumn season in this case) emplace water into the soil matrix that is not easily replaced by, or mixed with, successive pulses of infiltrating soil water. Tree stem xylem water H and O stable isotope composition did not match that of available water sources. These findings suggest that partitioning of soil water into mobile and immobile “pools” and resulting ecohydrologic separation may occur in engineered and hydrologically-managed soils and not be limited to natural settings. The laser spectroscopy method detailed here has potential to yield insights in a variety of Critical Zone and vadose zone studies, potential that is heightened by the simplicity and portability of the system.
DOI: 10.4211/hs.00dda61694e949439957b8b536106db9
title: Data and Numerical code for monitoring streambed scour/deposition with streamwater temperature as a tracer

description: Monitoring streambed elevation changes is important for many engineering and ecological applications. This contribution contains the data and the numerical code written in R used in the publication of  DeWeese et al, (2017), who tested a new methodology based on stream water temperature as a signal to monitor local streambed elevation changes at the daily time scale. This contribution contains: (1) laboratory experiment time series of water temperature in the surface and within the sediment, (2) times series of sediment surface elevation changes in the laboratory, (3) field experiment time series of sediment elevation and (4) field experiment time series of surface and pore waters temperatures  and (5) R code of the model to analyze the temperature data to extract streambed elevation changes and interstitial flows. 

Reference:Timothy DeWeese, Daniele Tonina, Charles Luce, Monitoring streambed scour/deposition under non-ideal temperature signal and flood conditions, Water Resources Research, doi: 10.1002/2017WR020632
DOI: 10.4211/hs.0886014659d443d4a2b9b189c96bab68
title: White Clay Creek - Stage, Streamflow / Discharge (1968-2014)

description: Continuous streamflow data collected by the Stroud Water Research Center within the 3rd-order research watershed, White Clay Creek above McCue Road.

Variables:  Gage height, Discharge

Date Range:  (1968-2014)

Dataset Creators/Authors:  Stroud Water Research Center

Contact:  Sara G. Damiano, Stroud Water Research Center, 970 Spencer Road, Avondale, PA 19311, <sdamiano@stroudcenter.org>
Denis Newbold, Stroud Water Research Center, 970 Spencer Road, Avondale, PA 19311. <newbold@stroudcenter.org>
Anthony Aufdenkampe, Stroud Water Research Center, 970 Spencer Road, Avondale, PA 1931.1 <aufdenkampe@stroudcenter.org> 

Field Area:   White Clay Creek @ SWRC | Christina River Basin

Copied from:
Stroud Water Research Center (2014). "CZO Dataset: White Clay Creek - Stage, Streamflow / Discharge (1968-2014)." Retrieved 09 Nov 2017, from http://criticalzone.org/christina/data/dataset/2464/.

NOTE: does not include data in this CZO Data listing that was from this site: WCC2154: White Clay Creek, west branch at Rt. 926, downstream side.

In addition,  Aufdenkampe added an example Jupyter Notebook in Python (CZODisplaytoDataFrame_WCC-Flow.ipynb), to create a single concatenated data frame and export to a single CSV file (CRB_WCC_STAGEFLOW_from_df.csv). The full example can be found at https://github.com/aufdenkampe/EnviroDataScripts/tree/master/CZODisplayParsePlot.
DOI: 10.4211/hs.df04c29d0ff64de0ace2d29145dd7680
title: The Urban Energy-Water Nexus: Utility-Level Water Flows and Embedded Energy

description: There are limited open source data available for determining water production/treatment and required energy for cities across the United States. This database represents the culmination of a two-year effort to obtain data from cities across the United States via open records requests in order to determine the state of the U.S. urban energy-water nexus. Data were requested at the daily or monthly scale when available for 127 cities across the United States, represented by 253 distinct water and sewer districts. Data were requested from cities larger than 100,000 people and from each state. In the case of states that did not have cities that met these criteria, the largest cities in those states were selected. The resulting database represents a drinking water service population of 81.4 million and a wastewater service population of 86.2 million people.  Average daily demands for the United States were calculated to be 560 liters per capita for drinking water and 500 liters per capita of wastewater. The embedded energy within each of these resources is 340 kWh/1000 m3 and 430 kWh/1000 m3, respectively.  Drinking water data at the annual scale are available for production volume (89 cities) and for embedded energy (73 cities). Annual wastewater data are available for treated volume (104 cities) and embedded energy (90 cities). Monthly data are available for drinking water volume and embedded energy (73 and 56 cities) and wastewater volume and embedded energy (88 and 70 cities). Please see the two related papers for this database under "Related Resources."