AndreaBozzo/ceres-open-data-index huggingface dataset:
Discharge 4630 Cumecs

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
Discharge 419 Cumecs North Esk

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
Discharge 526 Cumecs North Esk

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
Discharge 614 Cumecs North Esk

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
North Esk Flood Extent June 2016

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
Flood modelling 2019 1pc AEP Protected

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
Building Floor Heights

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
River Cross Sections

Map notes:North Esk &amp; Tamar Flood Water Surface ProfilesFor use in Planning GeneralThese maps indicate North Esk derived flood levels from the Black Bridge to Corra Linn. The maximum flood levels below Hobblers Bridge and in the Tamar are determined by South Esk discharges into the Tamar which provide higher elevations than the North Esk discharges for the same Average Recurrence Interval (ARI).This map is primarily intended for use in planning to that end it includes:A 100 year ARI profile with current sea level conditionsA 100 year ARI profile with 800mm rise in sea levelA 200 year ARI profileDischargesHydro Consulting was commissioned to review the South Esk hydrology while the North Esk hydrology was derived by the University of New South Wales Water Research laboratory. The Table 1 indicates the results of latter study used in the construction of this map.Flood Return Period in Years ARINorth Esk Flood Discharges (UNSW WRL 2006)South Esk Discharges (Hydro Consulting 2008)1034514302041918105052623301006142910200710(Monte Carlo Range)1850 3430 39905008514630Table 1The adopted tail-water level used in the North Esk analysis for this map was 2.1 m AHD at the junction with the Tamar for all discharges. This represents the highest astronomical tide at Launceston with average atmospheric pressure and neutral wind conditions. The North Esk model was successfully calibrated to the flood which occurred on 30thAugust 2005 which peaked at 470 cumecs and the flood which occurred on 21stJune 2011 at 251 cumecs.

Tags: flood, launceston
Organization: City of Launceston Open Data
RV Investigator voyages BGC Argo Float Data

These datasets comprise observations from Biogeochemical Argo (BGC-Argo) profiling floats deployed during RV Investigator voyages. The floats collect high-resolution measurements of ocean physical and biogeochemical properties, including temperature, salinity, and combinations of dissolved oxygen, pH, dissolved nitrate, chlorophyll fluorescence, particulate backscatter, and incoming solar radiation.

The datasets support investigations into variability in the ocean’s biological carbon pump, the uptake of anthropogenic CO₂ by the ocean, and long-term trends in ocean deoxygenation and acidification. They are also relevant for marine resource management and provide essential in situ data for the validation of satellite-based biogeochemical and ocean colour products. The RV Investigator BGC-Argo datasets contribute to sustained ocean observing efforts, particularly in the Southern Hemisphere, by improving spatial and temporal coverage of key biogeochemical variables.

Organization: CSIRO Marlin Data Catalogue
Argo Float Data from RV Investigator voyages

Argo is a global partnership that gathers high-quality measurements of temperature and salinity from the upper 2000 meters of the ice-free oceans, along with data on mid-depth currents. This information is collected by more than 3,000 battery-powered autonomous floats that drift at depth across most of the world’s oceans. Approximately every 10 days, each float ascends to the surface over a period of about six hours, recording temperature and salinity as it rises. Upon reaching the surface, satellites determine the float’s position and receive the transmitted data. The float then adjusts its buoyancy to return to its original depth and continues drifting until the next cycle. Each float is designed to complete around 150 such cycles.

Argo Australia contributes to this effort by maintaining an array of profiling floats that provide real-time observations of the oceans surrounding Australia. Information and data from both Argo Australia and the International Argo program are available on the Argo Australia website (see data link below). CMAR maintains an internally accessible mirror of the US Argo server data, which is updated regularly (see data link below).

Organization: CSIRO Marlin Data Catalogue
Melbourne Water Land Availability for Our Space Your Place


This dataset shows land parcels owned by Melbourne Water that have potential to be utilised for liveability related projects. The data does not provide a guarantee that the land can be used, or used by any particular activity. Authority to use the land will still need to be assessed and granted by Melbourne Water. Due to the restrictive nature of potentially using land containing assets such as pipes, pits, retarding basins etc the land has been classified into three landuse types. These types describe the potential for using the land area for different purposes. Land classified as &quot;A&quot; (or &quot;Likely Available&quot;) are those area that are likely to be available for community projects and could be used for a variety of purposes depending on the space. Land classified as &quot;L&quot; (or &quot;Restrictions Apply&quot;) are areas likely to be available for small scale or portable infrastructure such as park benches, goal posts, landscaping and temporary food vans. They are unlikely to be available for large scale infrastructure due to access, drainage, safety, current lease or licence agreements or other requirements. Land classified as &quot;X&quot; (or &quot;Access Only&quot;) are areas likely to be available for access related activities such as walking, running or yoga. 24 hour access is usually required and infrastructure is unlikely to be permitted. To apply, visit: <a href="https://melbournewater.maps.arcgis.com/apps/MapJournal/index.html?appid=e60e956c9f304027802e9bef6177fac1">Our Space Your Place</a>

Approximately 100 Melbourne Water asset datasets were used in the creation of this dataset. Rules governing the use of land on and around each asset class were established and applied to these areas. Coverage is across approximately 80% of MW owned land areas. The next edition aims to increase this to all applicable MW owned land.

For more details: <a href="https://www.melbournewater.com.au/community-and-education/use-our-land/land-community-projects">Land and Community Projects (link to MW website)</a>

NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

Tags: land-availability-conditions
Organization: Melbourne Water Open Data Hub
Water Supply Pumpset Assets

Layer containing pump sets owned by Melbourne Water and used for water supply. Includes pump station name, description, pump type and other key attributes. This layer is intended to be used to locate and obtain details on Melbourne Water's water supply transfer assets for asset management, buildover (Dial-Before-You-Dig) and operational / maintenance purposes.




This layer is updated when new information is received from completed projects and updated from certified survey plans. 



NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

Tags: melbourne-water, pump, pumping-stations, water-supply
Organization: Melbourne Water Open Data Hub
Melbourne Wastewater Treatment (East) - Daily Grid Electricity Consumption

Daily accumulated electricity supply (kWh) and daily accumulated electricity generation (kWh) into the Eastern Treatment Plant (ETP) of Melbourne Water. This data is collected using revenue quality meters across each supply line (feeder) into the plant, and Melbourne Water owned power meters for generation measurements. Melbourne Water collects and stores this feeder data as 15 minute interval data, and the generation data at real time. The data in this file summarises the electricity consumption and generation as daily usage. The time period associated with each day has been converted to a UTC time zone. This data set allows year on year comparison or daily usage against atmospheric changes i.e. temperature variance, rainfall. Feeder 1 and Feeder 2 can be combined to obtain the total Grid Electricity Consumption for ETP, and combined with the total electricity Generation to obtain the total Electricity consumption for ETP.



NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

Tags: open-data
Organization: Melbourne Water Open Data Hub
Water Supply Main Pipelines

Layer containing water main centre lines and associated details. Includes water main name, description, asset section (for As Constructed drawings) and key attributes for water transfer pipes, bypass connections, aqueducts. This layer is intended to be used to locate and obtain details on Melbourne Water's water supply transfer assets for asset management, buildover (Dial-Before-You-Dig) and operational / maintenance purposes.



This layer is updated when new information is received from completed projects and updated from certified survey plans.



NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.



Tags: assets, mains, melbourne-water, transfer-network, water-supply, water-supply-mains, wholesale-infrastructure
Organization: Melbourne Water Open Data Hub
Recycled Water Main Pipelines

Layer containing reclaimed water (recycled) mains and associated details. Includes description, asset section (for As Constructed drawings) and key attributes. Recycled water is supplied to Melbourne's retail water companies – <a href="https://www.citywestwater.com.au/saving_water/recycled_water.aspx">City West Water</a>, <a href="https://southeastwater.com.au/LearnAboutWater/TypesWater/Pages/RecycledWater.aspx">South East Water</a> and <a href="https://www.yvw.com.au/help-advice/recycled-water">Yarra Valley Water</a>. This layer supports Melbourne Water to communicate high level data in regards to the existence and indicative location of assets within its responsibility, to ensure they are protected throughout the assets life. 



This layer is updated when new information is received from completed projects and updated from certified survey plans. 



NOTE: Whilst every effort has been taken in collecting, validating and providing the attached data, Melbourne Water Corporation makes no representations or guarantees as to the accuracy or completeness of this data. Any person or group that uses this data does so at its own risk and should make their own assessment and investigations as to the suitability and/or application of the data. Melbourne Water Corporation shall not be liable in any way to any person or group for loss of any kind including damages, costs, interest, loss of profits or special loss or damage, arising from any use, error, inaccuracy, incompleteness or other defect in this data.

Tags: assets, mains, melbourne, melbourne-water-assets, recycled-water, transfer-network, water-supply
Organization: Melbourne Water Open Data Hub