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Underwater explosion
Underwater explosion
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An underwater charge explosion, conducted by the US Navy

An underwater explosion (also known as an UNDEX) is a chemical or nuclear explosion that occurs under the surface of a body of water. While useful in anti-ship and submarine warfare, underwater bombs are not as effective against coastal facilities.[1]

Properties of water

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Underwater explosions differ from in-air explosions due to the properties of water:

  • Mass and incompressibility (all explosions) – water has a much higher density than air, which makes water harder to move (higher inertia). It is also relatively hard to compress (increase density) when under pressure in a low range (up to about 100 atmospheres). These two together make water an excellent conductor of shock waves from an explosion.
  • Effect of neutron exposure on salt water (nuclear explosions only) – most underwater blast scenarios happen in seawater, not fresh or pure water. The water itself is not much affected by neutrons but salt is strongly affected. When exposed to neutron radiation during the microsecond of active detonation of a nuclear pit, water itself does not typically "activate", or become radioactive. The two elements in water, hydrogen and oxygen, can absorb an extra neutron, becoming deuterium and oxygen-17 respectively, both of which are stable isotopes. Even oxygen-18 is stable. Radioactive atoms can result if a hydrogen atom absorbs two neutrons, an oxygen atom absorbs three neutrons, or oxygen-16 undergoes a high energy neutron (n-p) reaction to produce a short-lived nitrogen-16. In any typical scenario, the probability of such multiple captures in significant numbers in the short time of active nuclear reactions around a bomb is very low. Salt in seawater readily absorbs neutrons into both the sodium-23 and chlorine-35 atoms, which change to radioactive isotopes. Sodium-24 has a half-life of about 15 hours, while that of chlorine-36 (which has a lower activation cross-section) is 300,000 years. The sodium is the most dangerous contaminant after the explosion because it has a short half-life.[2][self-published source?] These are generally the main radioactive contaminants in an underwater blast; others are the usual blend of irradiated minerals, coral, unused nuclear fuel, and bomb case components present in a surface blast nuclear fallout, carried in suspension or dissolved in the water. Distillation or evaporating water (clouds, humidity, and precipitation) removes radiation contamination, leaving behind the radioactive salts.

Effects

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Effects of an underwater explosion depend on several things, including distance from the explosion, the energy of the explosion, the depth of the explosion, and the depth of the water.[3]

Underwater explosions are categorized by the depth of the explosion. Shallow underwater explosions are those where a crater formed at the water's surface is large in comparison with the depth of the explosion. Deep underwater explosions are those where the crater is small in comparison with the depth of the explosion,[3] or nonexistent.[citation needed]

The overall effect of an underwater explosion depends on depth, the size and nature of the explosive charge, and the presence, composition and distance of reflecting surfaces such as the seabed, surface, thermoclines, etc. This phenomenon has been extensively used in antiship warhead design since an underwater explosion (particularly one underneath a hull) can produce greater damage than an above-surface one of the same explosive size. Initial damage to a target will be caused by the first shockwave; this damage will be amplified by the subsequent physical movement of water and by the repeated secondary shockwaves or bubble pulse. Additionally, charge detonation away from the target can result in damage over a larger hull area.[4]

Underwater nuclear tests close to the surface can disperse radioactive water and steam over a large area, with severe effects on marine life, nearby infrastructures and humans.[5][6] The detonation of nuclear weapons underwater was banned by the 1963 Partial Nuclear Test Ban Treaty and it is also prohibited under the Comprehensive Nuclear-Test-Ban Treaty of 1996.[citation needed]

Shallow underwater explosion

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The 1946 Baker test, just after the chimney had broken through the cloud, and the crack had formed on the water's surface

The Baker nuclear test at Bikini Atoll in July 1946 was a shallow underwater explosion, part of Operation Crossroads. A 20 kiloton warhead was detonated in a lagoon which was approximately 200 ft (61 m) deep. The first effect was illumination of the sea from the underwater fireball. A rapidly expanding gas bubble created a shock wave that caused an expanding ring of apparently dark water at the surface, called the slick, followed by an expanding ring of apparently white water, called the crack. A mound of water and spray, called the spray dome, formed at the water's surface which became more columnar as it rose. When the rising gas bubble broke the surface, it created a shock wave in the air as well. Water vapor in the air condensed as a result of Prandtl–Meyer expansion fans decreasing the air pressure, density, and temperature below the dew point; making a spherical cloud that marked the location of the shock wave. Water filling the cavity formed by the bubble caused a hollow column of water, called the chimney or plume, to rise 6,000 ft (1,800 m) in the air and break through the top of the cloud. A series of ocean surface waves moved outward from the center. The first wave was about 94 ft (29 m) high at 1,000 ft (300 m) from the center. Other waves followed, and at further distances some of these were higher than the first wave. For example, at 22,000 ft (6,700 m) from the center, the ninth wave was the highest at 6 ft (1.8 m). Gravity caused the column to fall to the surface and caused a cloud of mist to move outward rapidly from the base of the column, called the base surge. The ultimate size of the base surge was 3.5 mi (5.6 km) in diameter and 1,800 ft (550 m) high. The base surge rose from the surface and merged with other products of the explosion, to form clouds which produced moderate to heavy rainfall for nearly one hour.[7]

Deep underwater explosion

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The 1955 Wigwam test

An example of a deep underwater explosion is the Wahoo test, which was carried out in 1958 as part of Operation Hardtack I. A 9 kt Mk-7 was detonated at a depth of 500 ft (150 m) in deep water. There was little evidence of a fireball. The spray dome rose to a height of 900 ft (270 m). Gas from the bubble broke through the spray dome to form jets which shot out in all directions and reached heights of up to 1,700 ft (520 m). The base surge at its maximum size was 2.5 mi (4.0 km) in diameter and 1,000 ft (300 m) high.[7]

The heights of surface waves generated by deep underwater explosions are greater because more energy is delivered to the water. During the Cold War, underwater explosions were thought to operate under the same principles as tsunamis, potentially increasing dramatically in height as they move over shallow water, and flooding the land beyond the shoreline.[8] Later research and analysis suggested that water waves generated by explosions were different from those generated by tsunamis and landslides. Méhauté et al. conclude in their 1996 overview Water Waves Generated by Underwater Explosion that the surface waves from even a very large offshore undersea explosion would expend most of their energy on the continental shelf, resulting in coastal flooding no worse than that from a bad storm.[3]

The Operation Wigwam test in 1955 occurred at a depth of 2,000 ft (610 m), the deepest detonation of any nuclear device.

Deep nuclear explosion

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Expansion rate of blast bubble over time
Oscillations in bubble size
The filaments of the Crab Nebula happen for the same reason as the cold water filaments that extend into the blast bubble. This is what an underwater nuclear explosion looks like, including the ellipsoid ("squished") shape.
Expansion rate of blast bubble as a function of water pressure
Bubble oscillation period as a function of water pressure and blast size
Pressure distribution in water near the blast bubble

Source:[9]

Unless it breaks the water surface while still a hot gas bubble, an underwater nuclear explosion leaves no trace at the surface but hot, radioactive water rising from below. This is the case with explosions deeper than about 2,000 ft (610 m), within the parameters of historic test yields.[7]

About one second after such an explosion, the hot gas bubble collapses because:

  • The water pressure is enormous below 2,000 feet (610 m).
  • The expansion reduces gas pressure, which decreases temperature.
  • Rayleigh–Taylor instability at the gas/water boundary causes "fingers" of water to extend into the bubble, increasing the boundary surface area.
  • Water is nearly incompressible.
  • Vast amounts of energy are absorbed by phase change (water becomes steam at the fireball boundary).
  • Expansion quickly becomes unsustainable because the amount of water pushed outward increases with the cube of the blast-bubble radius.

Since water is not readily compressible, moving this much of it out of the way so quickly absorbs a massive amount of energy—all of which comes from the pressure inside the expanding bubble. Water pressure outside the bubble soon causes it to collapse back into a small sphere and rebound, expanding again. This is repeated several times, but each rebound contains only about 40% of the energy of the previous cycle.

At the maximum diameter of the first oscillation, a very large nuclear bomb exploded in very deep water creates a bubble about a half-mile (800 m) wide in about one second and then contracts, which also takes about a second. Blast bubbles from deep nuclear explosions have slightly longer oscillations than shallow ones. They stop oscillating and become mere hot water in about six seconds. This happens sooner in nuclear blasts than bubbles from conventional explosives.

The water pressure of a deep explosion prevents any bubbles from surviving to float up to the surface.

The drastic 60% loss of energy between oscillation cycles is caused in part by the extreme force of a nuclear explosion pushing the bubble wall outward supersonically (faster than the speed of sound in saltwater). This causes Rayleigh–Taylor instability. That is, the smooth water wall touching the blast face becomes turbulent and fractal, with fingers and branches of cold ocean water extending into the bubble. That cold water cools the hot gas inside and causes it to condense. The bubble becomes less of a sphere and looks more like the Crab Nebula—the deviation of which from a smooth surface is also due to Rayleigh–Taylor instability as ejected stellar material pushes through the interstellar medium.

As might be expected, large, shallow explosions expand faster than deep, small ones.

Despite being in direct contact with a nuclear explosion fireball, the water in the expanding bubble wall does not boil; the pressure inside the bubble exceeds (by far) the vapor pressure of water. The water touching the blast can only boil during bubble contraction. This boiling is like evaporation, cooling the bubble wall, and is another reason that an oscillating blast bubble loses most of the energy it had in the previous cycle.

During these hot gas oscillations, the bubble continually rises for the same reason a mushroom cloud does: it is less dense. This causes the blast bubble never to be perfectly spherical. Instead, the bottom of the bubble is flatter, and during contraction, it even tends to "reach up" toward the blast center.

In the last expansion cycle, the bottom of the bubble touches the top before the sides have fully collapsed, and the bubble becomes a torus in its last second of life. About six seconds after detonation, all that remains of a large, deep nuclear explosion is a column of hot water rising and cooling in the near-freezing ocean.

List of underwater nuclear tests

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Relatively few underwater nuclear tests were performed before they were banned by the Partial Test Ban Treaty. They were:

Test series Name Nation Date (UT) Location Bomb depth Depth of water Yield Notes
Crossroads Baker US July 25, 1946 Bikini Atoll, PPG 50 m (160 ft) 100 m (330 ft) 20 kt Probe the effects of a shallow underwater nuclear bomb on various surface fleet units
Hurricane Hurricane UK October 2, 1952 Monte Bello Islands 2.7 m (8 ft 10 in) 12 m (39 ft) 25 kt First British nuclear test. Nuclear effects test of a ship-smuggled nuclear bomb at a port
Wigwam Wigwam US May 14, 1955 North Pacific Ocean 610 m (2,000 ft) 4,880 m (16,010 ft) 30 kt A Mark 90-B7 "Betty" nuclear depth charge test to determine specifically submarine vulnerability to deep atomic depth charges
1955 22 (Joe 17) USSR September 21, 1955 Chernaya Bay, Novaya Zemlya 10 m (33 ft) Unknown 3.5 kt Test of a nuclear torpedo
1957 48 USSR October 10, 1957 Novaya Zemlya 30 m (98 ft) Unknown 6 kt A T-5 torpedo test
Hardtack I Wahoo US May 16, 1958 Outside Enewetak Atoll, PPG 150 m (490 ft) 980 m (3,220 ft) 9 kt Test of a deep water bomb against ship hulls
Hardtack I Umbrella US June 8, 1958 Inside Enewetak Atoll, PPG 46 m (151 ft) 46 m (151 ft) 9 kt Test of a shallow water bomb on ocean floor against ship hulls
1961 122 (Korall-1) USSR October 23, 1961 Novaya Zemlya 20 m (66 ft) Unknown 4.8 kt A T-5 torpedo test
Dominic Swordfish US May 11, 1962 Pacific Ocean, near Johnston Island 198 m (650 ft) 1,000 m (3,300 ft) <20 kt Test of the RUR-5 ASROC system

Note: it is often believed that the French did extensive underwater tests in French West Polynesia on the Moruroa and Fangataufa Atolls. This is incorrect; the bombs were placed in shafts drilled into the underlying coral and volcanic rock, and they did not intentionally leak fallout.

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Nuclear detonation detection via hydroacoustics

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There are several methods of detecting nuclear detonations. Hydroacoustics is the primary means of determining if a nuclear detonation has occurred underwater. Hydrophones are used to monitor the change in water pressure as sound waves propagate through the world's oceans.[10] Sound travels through 20 °C water at approximately 1482 meters per second, compared to the 332 m/s speed of sound through air.[11][12] In the world's oceans, sound travels most efficiently at a depth of approximately 1000 meters. Sound waves that travel at this depth travel at minimum speed and are trapped in a layer known as the Sound Fixing and Ranging Channel (SOFAR).[10] Sounds can be detected in the SOFAR from large distances, allowing for a limited number of monitoring stations required to detect oceanic activity. Hydroacoustics was originally developed in the early 20th century as a means of detecting objects like icebergs and shoals to prevent accidents at sea.[10]

Three hydroacoustic stations were built before the adoption of the Comprehensive Nuclear-Test-Ban Treaty. Two hydrophone stations were built in the North Pacific Ocean and Mid-Atlantic Ocean, and a T-phase[clarification needed] station was built off the west coast of Canada. When the CTBT was adopted, 8 more hydroacoustic stations were constructed to create a comprehensive network capable of identifying underwater nuclear detonations anywhere in the world.[13] These 11 hydroacoustic stations, in addition to 326 monitoring stations and laboratories, comprise the International Monitoring System (IMS), which is monitored by the Preparatory Commission for the Comprehensive Nuclear-Test-Ban Treaty Organization (CTBTO).[14]

There are two types of hydroacoustic stations currently used in the IMS network; 6 hydrophone monitoring stations and 5 T-phase stations. These 11 stations are primarily located in the southern hemisphere, which is primarily ocean.[15] Hydrophone monitoring stations consist of an array of three hydrophones suspended from cables tethered to the ocean floor. They are positioned at a depth located within the SOFAR in order to effectively gather readings.[13] Each hydrophone records 250 samples per second, while the tethering cable supplies power and carries information to the shore.[13] This information is converted to a usable form and transmitted via secure satellite link to other facilities for analysis. T-phase monitoring stations record seismic signals generate from sound waves that have coupled with the ocean floor or shoreline.[16] T-phase stations are generally located on steep-sloped islands in order to gather the cleanest possible seismic readings.[15] Like hydrophone stations, this information is sent to the shore and transmitted via satellite link for further analysis.[16] Hydrophone stations have the benefit of gathering readings directly from the SOFAR, but are generally more expensive to implement than T-phase stations.[16] Hydroacoustic stations monitor frequencies from 1 to 100 Hertz to determine if an underwater detonation has occurred. If a potential detonation has been identified by one or more stations, the gathered signals will contain a high bandwidth with the frequency spectrum indicating an underwater cavity at the source.[16]

See also

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Sources

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  1. ^ Zhang, Ruiyao; Xiao, Wei; Yao, Xiongliang; Zou, Xiaochao (2025-04-01). "Review of Research on Underwater Explosions Related to Ship Damage and Stability". Journal of Marine Science and Application. 24 (2): 285–300. doi:10.1007/s11804-025-00633-4. ISSN 1993-5048.
  2. ^ Sobel, Michael I. "Nuclear Waste (class notes)". CUNY Brooklyn College, Physics Department. Retrieved 21 August 2019.
  3. ^ a b c Le Méhauté, Bernard; Wang, Shen (1995). Water waves generated by underwater explosion (PDF). World Scientific Publishing. ISBN 981-02-2083-9. Archived from the original on October 14, 2019.
  4. ^ RMCS Precis on Naval Ammunition, Jan 91
  5. ^ "'Test Baker', Bikini Atoll". CTBTO Preparatory Commission. Archived from the original on 25 May 2012. Retrieved 31 May 2012.
  6. ^ "Is it possible to test a nuclear weapon without producing radioactive fallout?". How stuff works. 11 October 2006. Archived from the original on 4 June 2012. Retrieved 31 May 2012.
  7. ^ a b c Glasstone, Samuel; Dolan, Philip (1977). "Descriptions of nuclear explosions". The effects of nuclear weapons (Third ed.). Washington: U.S. Department of Defense; Energy Research and Development Administration.
  8. ^ Glasstone, Samuel; Dolan, Philip (1977). "Shock effects of surface and subsurface bursts". The effects of nuclear weapons (third ed.). Washington: U.S. Department of Defense; Energy Research and Development Administration.
  9. ^ All the information in this section is directly from the now-declassified Analysis of various models of underwater nuclear explosions (1971), U.S. Department of Defense
  10. ^ a b c "Hydroacoustic monitoring: CTBTO Preparatory Commission". www.ctbto.org. Retrieved 2017-04-24.
  11. ^ "How fast does sound travel?". www.indiana.edu. Retrieved 2017-04-24.
  12. ^ "Untitled Document". www.le.ac.uk. Retrieved 2017-04-24.
  13. ^ a b c Australia, c\=AU\;o\=Australia Government\;ou\=Geoscience (2014-05-15). "Hydroacoustic Monitoring". www.ga.gov.au. Retrieved 2017-04-24.{{cite web}}: CS1 maint: multiple names: authors list (link)
  14. ^ "Overview of the verification regime: CTBTO Preparatory Commission". www.ctbto.org. Retrieved 2017-04-24.
  15. ^ a b "ASA/EAA/DAGA '99 - Hydroacoustic Monitoring for the Comprehensive Nuclear-Test-Ban Treaty". acoustics.org. Retrieved 2017-04-25.
  16. ^ a b c d Monitoring, Government of Canada, Natural Resources Canada, Nuclear Explosion. "IMS Hydroacoustic Network". can-ndc.nrcan.gc.ca. Retrieved 2017-04-25.{{cite web}}: CS1 maint: multiple names: authors list (link)

Further reading

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
An underwater explosion is the of an charge submerged in , involving the rapid conversion of chemical or nuclear energy into mechanical work that generates a strong and an expanding gas bubble within the incompressible fluid medium. The process begins with the ignition of the , producing temperatures exceeding thousands of degrees and pressures orders of magnitude above ambient, which drive the initial expansion against the surrounding 's resistance. Due to 's high and low compared to air, the propagates at speeds around 1500 meters per second with peak pressures that decay more slowly over distance, enabling greater structural damage to submerged or surface targets. The subsequent gas bubble, filled with detonation products and vaporized water, expands to several times the charge's volume before collapsing under hydrostatic pressure, initiating pulsations that can surface and produce water columns or whipping effects on nearby vessels. These dynamics, first systematically analyzed in foundational works during , reveal how and depth influence bubble migration and energy partitioning between shock and bubble phases. In military applications, such explosions underpin the lethality of torpedoes, naval mines, and depth charges, where empirical scaling laws relate charge weight, standoff distance, and damage potential. Scientific investigations, including nuclear tests, have validated models of bubble oscillation periods and radii as functions of depth and yield, highlighting the interplay of inertial, acoustic, and gravitational forces.

Fundamental Physics

Properties of Water and Their Role in Explosions

Water possesses a density of approximately 1,000 kg/m³ under standard atmospheric conditions, which is roughly 800 times greater than that of air. This high density imparts substantial inertial resistance to the rapid expansion of gaseous detonation products, channeling explosive energy primarily into pressure waves rather than large-scale displacement of the medium. Consequently, underwater explosions generate peak shock pressures that decay more slowly with distance compared to aerial blasts of equivalent yield, as the denser medium sustains momentum transfer over longer ranges. The near-incompressibility of , characterized by a of about 2.2 GPa, limits volumetric changes to less than 5% even at s exceeding 100 MPa—conditions typical near the point. This property prevents the gases from dissipating through widespread medium expansion, instead producing a discrete, high-amplitude shock front that propagates as a near-discontinuous jump. In contrast to compressible gases, where shocks broaden via nonlinear steepening, water's low maintains wavefront sharpness initially, enhancing damage potential to submerged structures through efficient hydrodynamic loading. Water's , approximately 1,480 m/s at 20°C and 1 , exceeds that of air by a factor of over four, resulting in (ρc ≈ 1.5 × 10^6 kg/m²s) that promotes strong coupling between the and the surrounding fluid. This facilitates rapid shock propagation and minimal early attenuation, with energy partitioning favoring compressional waves over shear due to water's negligible (≈1 mPa·s) under explosive timescales. Hydrostatic pressure at depth further modulates these properties, increasing and speed slightly while elevating , which intensifies shock overpressures but accelerates bubble collapse in subsequent phases.

Detonation Mechanisms and Initial Energy Release

The detonation of an explosive charge underwater commences with the initiation of a primary or secondary explosive via a shock or thermal stimulus from a detonator, propagating a self-sustaining supersonic reaction front through the high-explosive material. This process, governed by Chapman-Jouguet detonation theory, involves the near-instantaneous conversion of the solid or liquid explosive into gaseous products at elevated temperatures and pressures, with the reaction zone thickness on the order of millimeters. For conventional charges like trinitrotoluene (TNT), the detonation front advances through the material, compressing and heating it to reaction conditions ahead of the wave. The initial energy release during liberates the energy stored in the bonds, typically 5.4 MJ per kilogram for TNT, partitioned primarily into of the product gases and of expansion. This release occurs over the brief duration required for the detonation wave to traverse the charge—microseconds for charges of practical size—resulting in detonation product states with interface pressures of approximately 140 kbar (14 GPa) for TNT and higher for more powerful explosives like HMX at 230 kbar. The products, consisting of , , and at temperatures exceeding 3,000 K, immediately interface with the surrounding water, whose incompressibility ( ~2.2 GPa) limits initial expansion and channels energy into a radiating shock front. Hydrostatic pressure from the water depth modulates the detonation marginally for shallow bursts (depths <100 m, pressures <1 MPa), but does not alter the fundamental mechanism, as detonation pressures dwarf ambient conditions; however, at extreme depths, confinement can influence product expansion efficiency. Energy partitioning post-detonation sees a significant fraction (>50% for some formulations at distances beyond 30 charge radii) transferred to the initial , with the remainder forming the gas bubble that drives subsequent pulsations. This rapid release distinguishes underwater detonations from deflagrations, enabling efficient coupling to the medium via the resultant pressure discontinuity.

Shock Wave Formation and Propagation

The rapid detonation of an underwater explosive charge involves a supersonic chemical reaction that converts solid or liquid explosive into high-temperature, high-pressure gaseous products, releasing energy on the order of 4-6 MJ/kg for typical high explosives like TNT. This energy release creates a localized region of extreme pressure (initially exceeding 10 GPa) and temperature (thousands of Kelvin), which drives a violent expansion into the surrounding water, forming a shock discontinuity—a thin front across which pressure, density, and particle velocity jump abruptly due to the conservation of mass, momentum, and energy across the wave. Water's high density (approximately 1000 kg/m³) and low compressibility (bulk modulus ~2.2 GPa) relative to air amplify the shock strength, as the medium resists compression, channeling more energy into the propagating front rather than dissipative heating. In unbounded water, the initial shock wave propagates radially as a spherical front, with velocities initially supersonic (exceeding the ambient sound speed of ~1480 m/s) before decaying toward acoustic speeds. Peak overpressure at a distance r from the charge follows empirical scaling laws derived from dimensional analysis and large-scale experiments, typically P ∝ K (W^{1/3}/r)^α, where W is the TNT-equivalent charge mass in kg, α ≈ 1.13 for close-in ranges (<10 W^{1/3} m), and K is a constant calibrated from data (e.g., ~52 MPa·m/kg^{1/3} in Cole's formulation). This decay is slower than the 1/r³ energy dissipation in air, owing to water's acoustic impedance mismatch minimizing reflection losses, though dissipation via viscosity and nonlinearity causes positive-phase durations of milliseconds and impulse values scaling as I ∝ W^{1/3}/r^{0.2-0.5}. Hydrostatic pressure influences propagation: experiments with PETN charges show peak and shock speed increasing linearly with (e.g., ~10-20% rise per 10 MPa depth increase), as higher confinement enhances initial coupling and reduces bubble formation interference with the shock front. In practice, shocks reflect off free surfaces (reducing effective pressure via ) or rigid boundaries (doubling pressure via compression), with in stratified altering paths based on speed gradients. Numerical models, validated against 1940s-1950s U.S. tests, confirm these behaviors, emphasizing the role of charge shape and burial in modulating wavefront geometry from spherical to cylindrical-like.

Dynamic Effects

Bubble Pulsation and Migration

Following the initial in an underwater explosion, the detonation products form a high-pressure gas bubble that expands rapidly due to the release of , displacing surrounding water. As expansion proceeds, the bubble cools adiabatically, reducing internal gas below the hydrostatic exerted by the , which initiates a collapse phase. This collapse compresses the gas, causing a rebound that generates subsequent pulses, resulting in oscillatory pulsation of the bubble radius. The dynamics are primarily modeled by the Rayleigh-Plesset equation, adapted for explosive bubbles to account for non-condensable gas and product states, where bubble wall and satisfy inertial, , and viscous terms balanced against external hydrostatic loading. Bubble pulsation periods scale with explosive yield WW and depth dd, typically following empirical relations derived from and , such as first pulsation periods on the order of seconds for kilogram-scale charges at moderate depths. Pulsation loading contributes significantly to structural damage, often accounting for approximately 70% of the total impulse in submerged distant from the point, due to its longer duration and repeated cycles compared to the impulsive . Experimental studies confirm that pulsation frequency decreases with increasing depth, as higher hydrostatic dampens oscillations, with simulations of 0.3 g PETN charges showing reduced and period under pressures from 0.1 to 30 MPa. Migration arises from the buoyancy force on the low-density gas bubble, driving upward motion relative to the denser , with influenced by bubble size, depth, and proximity to boundaries. Near the surface, peak migration velocities can reach 55 m/s, as observed in historical experiments, while in deeper , the bubble may fragment and alter direction at cycle ends due to asymmetric collapse and jetting. Attached vortex rings can enhance migration by entraining fluid motion toward the surface, combining with the bubble's oscillatory path to produce complex trajectories. Stand-off distance from structures affects migration speed and jetting, with closer proximity accelerating deformation and upward shift.

Pressure Waves and Cavitation

The initial pressure wave from an underwater explosion manifests as a shock wave that propagates outward from the detonation point, compressing the surrounding water and transmitting energy rapidly due to water's high density and low compressibility. Peak pressures near the charge can reach several hundred megapascals for conventional explosives, decaying inversely with distance while following cubic-root scaling with explosive yield, as described by empirical relations derived from experimental data. This shock front travels at approximately 1,500 m/s in seawater, outpacing subsequent gas expansion effects initially. Following the positive pressure phase of the shock, a negative pressure or rarefaction phase ensues, where tensile stresses develop as the wave propagates and reflects, potentially dropping below water's vapor pressure of about 2.3 kPa at 20°C. This underpressure triggers bulk cavitation, forming extensive vapor cavities across regions where hydrostatic recovery lags. The cavitated zone expands with the shock's propagation, modifying the effective underpressure field by limiting fluid response to vapor formation rather than elastic tension. Cavitation cavities collapse violently upon pressure rebound, often during the contraction phase of the explosive gas bubble or shock reflections, generating secondary shock waves and microjets with localized pressures exceeding 1 GPa. These implosions contribute significantly to damage on nearby structures, particularly in the later stages where initial shock has occurred, as dynamics amplify impulsive loading through Rayleigh-Plesset mechanisms. Numerical models incorporating confirm that inception correlates with shock-induced pressure minima, with intensity scaling with cavity volume and gradients. Factors such as depth and charge mass influence extent; shallower detonations exhibit prolonged underpressure due to surface reflections, enhancing cavity formation.

Interactions with Boundaries and Structures

Underwater explosions generate shock waves that interact with boundaries through reflection and , altering distributions on nearby structures. When a shock wave encounters a rigid boundary, such as a ship's hull or the , it reflects as a compressive wave, potentially doubling the incident via constructive interference if the boundary is to . occurs at interfaces with velocity gradients, like thermoclines, bending wave paths and focusing energy in certain directions, which can intensify loads on submerged structures. At the air-water , partial reflection reduces transmitted downward, but upward-propagating waves exhibit nonlinear steepening and breaking upon re-entry. The explosion bubble's pulsation near boundaries significantly influences structural loading. Close to a rigid wall, the bubble migrates toward the boundary during expansion due to Bernoulli effects, and collapse forms a high-speed liquid jet directed at the surface, capable of generating localized pressures exceeding 100 MPa and causing pitting or perforation. In experiments with perpendicular walls, bubble asymmetry leads to toroidal jets and prolonged oscillation periods, amplifying cumulative impulses over multiple cycles. Near composite or curved boundaries, such as cylindrical hulls, confinement reduces maximum bubble radius by up to 20-30% while shortening pulsation cycles, enhancing jet velocities and structural stress concentrations. Damage to structures arises from coupled shock and bubble effects, with initial shock waves inducing global whipping and local hull deformation, followed by bubble-induced venting and flooding. For metallic plates, shock pressures above 10 MPa yield plastic strain, while bubble jets erode surfaces via hydrodynamic ram, often penetrating thin sections in milliseconds. In double-hulled vessels, internal connecting structures mitigate shock transmission but can fail under repeated blasts, leading to progressive compartment breach. Numerical models confirm that standoff distance and boundary compliance modulate damage; rigid fixes amplify reflections, whereas flexible mounts absorb energy, reducing peak accelerations by factors of 2-5.

Classification by Environment

Shallow Water Explosions

Shallow water explosions occur when the depth dd is small relative to the explosive yield WW, typically satisfying d/W1/3<1d / W^{1/3} < 1 in consistent units such as feet and pounds of . For instance, a 20-kiloton explosion (approximately 2.2×1072.2 \times 10^7 lb TNT) at 200 feet depth yields a of about 0.57, classifying it as shallow. In such conditions, the gas bubble formed by the interacts strongly with the , altering propagation and energy distribution compared to deeper environments. The initial in shallow propagates outward rapidly, exceeding 2 miles in 2 seconds for a 100-kiloton yield, but reflections from the surface and bottom create interference patterns that reinforce pressures in certain regions. Surface reflections generate expansion waves, leading to and formation of a whitish dome near the detonation site. Peak and energy increase as depth decreases, with shallower detonations producing higher initial pressures due to reduced hydrostatic confinement. Bubble dynamics are markedly affected, as buoyancy causes rapid upward migration, often resulting in the bubble breaching the surface within one or two pulsations and venting hot gases into a high plume—reaching over 5,000 feet in 2 seconds for large yields. The oscillation period follows Tn2.1×(W1/3/(d+10.3))T_n \approx 2.1 \times (W^{1/3} / (d + 10.3)), shortening near the surface due to energy loss and venting, which diminishes subsequent bubble pulses to 10-20% of the initial shock peak and limits cumulative loading on structures. Unlike deep-water cases, where multiple oscillations occur without surface interaction, shallow venting reduces prolonged hydrodynamic effects but enhances immediate surface disruptions like spray domes and air blasts from supersonic plumes. Prominent surface waves and inundation result, with waves generated by cavity collapse capable of damaging harbors and shorelines through direct force and flooding. These explosions also produce airblast signatures via rising plumes, slower than shocks but significant for above-water targets. Overall, shallow conditions amplify localized surface hazards while attenuating sustained subsurface impulses relative to deeper detonations.

Deep Water Explosions

Deep water explosions occur when the depth significantly exceeds the maximum radius of the ensuing gas bubble, typically defined as depths greater than 20-30 times the of the charge weight in kilograms, preventing substantial interaction with the surface. In this regime, the absence of free-surface reflections eliminates phenomena like surface craters, plumes, and re-reflected shock waves that dominate shallow events, resulting in more isolated underwater dynamics governed primarily by hydrostatic and spherical propagation. The initial shock wave in deep water forms a spherical front with peak overpressure largely independent of ambient hydrostatic pressure, as the detonation's rapid energy release overwhelms local conditions, yielding pressures on the order of thousands of atmospheres near the charge. However, increasing depth shortens the positive-phase duration of the shock— from milliseconds at shallow depths to microseconds at depths exceeding 100 meters—due to compression effects on the waveform, while total impulse decreases as higher pressure accelerates bubble collapse and limits energy partitioning to the wave. Propagation attenuation follows spherical divergence in water's near-incompressible medium, with sound speeds around 1500 m/s, but deep-water conditions enhance localization, concentrating damage potential within radii scaled by charge yield, such as 10-20 times the scaled distance for lethal effects on submerged structures. Bubble dynamics differ markedly from shallow water, as elevated hydrostatic confines expansion, reducing the maximum bubble radius by factors proportional to the ambient ratio; for instance, at 100 meters depth (about 10 MPa), radii shrink by up to 30-50% compared to surface conditions for equivalent charges. Oscillation periods shorten inversely with , from seconds at shallow depths to sub-seconds in deep water, per modified Rayleigh-Plesset models incorporating and terms, leading to fewer pulsation cycles before dissipation via viscous and thermal effects. Upward migration velocity decreases with depth due to suppressed -driven ascent, minimizing asymmetric jetting toward the surface and promoting symmetric collapse, though proximity to boundaries can induce toroidal jets with pressures exceeding 100 MPa. zones form during phases but collapse more rapidly under high , contributing less to secondary loading than in low-pressure environments. These characteristics render deep water explosions particularly effective against submerged targets like , as energy remains coupled to the water column without atmospheric venting, amplifying structural stress from combined shock and pulsation loads; historical naval analyses confirm damage radii scaling with depth-adjusted yields, where a 500 kg at 200 meters inflicts hull rupture within 20-30 meters. Experimental validations, including high-pressure tank tests up to 20 MPa, corroborate numerical simulations showing reduced bubble energy (down 37% at increased depths) and heightened near-field pressures, informing modern and mine designs.

Contact and Near-Contact Detonations

Contact detonations in underwater explosions occur when the explosive charge makes physical contact with a target structure, such as a ship's hull, enabling direct coupling of the detonation products to the surface. This results in immediate high-pressure gas penetration into the structure, causing localized rupture and fragmentation at the impact point, often accompanied by ignition of internal compartments due to the hot detonation gases. The initial propagates through the solid target with minimal attenuation at the interface, leading to compressive and plastic deformation, while the expanding gas bubble adheres closely to the breached area, exerting sustained that exacerbates tearing and flooding. Unlike standoff detonations, contact events minimize the role of bubble migration and whipping effects, prioritizing direct mechanical disruption over hydrodynamic loading from distant pulses. The hydrodynamics of contact detonations involve rapid detonation initiation, followed by high-speed expansion of heterogeneous media comprising high-pressure gases and surrounding water, which induces strong compression and large-scale deformation in the target. Numerical simulations indicate that the bubble wall velocity in contact scenarios can exceed hundreds of meters per second initially, driving multi-phase flow interactions that amplify local pressures up to thousands of atmospheres. Structural response is dominated by the charge's TNT equivalence and contact geometry; for instance, increasing the explosive yield heightens the radius of severe damage, with relative explosion distances near zero correlating to maximal hull penetration depths. Experimental studies on flat-plate targets under in-contact blasts reveal that thicker plates mitigate initial shock but remain vulnerable to bubble-induced secondary loading, where gas expansion sustains deformation beyond the primary pulse. Near-contact detonations, characterized by standoff distances on the order of centimeters to a few meters, blend direct shock transmission with intensified bubble dynamics, as the proximity reduces wave decay and enhances gas-structure interaction. At these ranges, the primary delivers peak overpressures exceeding 10,000 psi to the target, causing and rupture similar to contact but with added from reflected waves near the surface. Bubble pulsation in near-contact setups leads to jet formation against the target, accelerating localized and structural whipping, with damage severity decreasing as standoff exceeds approximately 70 cm for typical naval-scale charges. In contexts, such as contact-fuzed torpedoes, near-contact initiation targets hull breaches for flooding, while the adherent bubble contributes to progressive failure; historical analyses of submarine damage confirm that contact hits often resulted in immediate compartment loss, contrasting with standoff depth charges that relied more on systemic shock. models validate these effects, showing that minimal standoff amplifies energy dissipation into the target via coupled fluid-structure interactions.

Applications and Historical Context

Civil and Industrial Uses

Underwater blasting is employed in civil engineering to fragment hard rock formations submerged in rivers, estuaries, coastal areas, and open waters, facilitating subsequent dredging and removal with mechanical equipment such as cutter suction dredgers. The process begins with site investigations to assess rock type, depth, and overburden, followed by drilling boreholes using specialized rigs on pontoons or self-elevating platforms equipped with top hammer, down-the-hole, or rotary drilling systems. Explosives, typically water-resistant formulations like ammonium nitrate-based or nitroglycerine-based charges with high detonation velocity and density, are loaded into the boreholes and detonated to achieve optimal fragmentation, minimizing oversized blocks that require secondary blasting. Key applications include deepening ports and navigation channels, excavating trenches for oil and gas pipelines or communication cables, and demolishing underwater structures or obstacles. Notable projects encompass the expansion of Singapore's mega port, enhancements to the , the Toshka Canal in , and the Santos port in , where controlled blasting optimizes rock breakage while managing hydraulic shock waves and vibrations. In Indian ports, underwater removed approximately 25,000 cubic meters of during the construction of a second liquid chemical berth. Similarly, blasting operations in Sardinia's Tourist Harbor fragmented 200,000 cubic meters of , and in La Maddalena's former arsenal harbor, it supported excavation efforts. Another industrial application involves ice-breaking for resource extraction, shipping route clearance, and flood prevention, leveraging the shock waves and bubble pulsation from underwater detonations to induce brittle fractures in ice covers. This method, developed from mid-20th-century research, proves more efficient than traditional icebreakers, with optimal charge placement at a standoff distance of 0.3 to 0.45 times the ice thickness; for instance, a 4 kg emulsion explosive at 130 cm depth under ice created a 156 cm channel with 41.7% damage extent in tests. Experiments on China's demonstrated its efficacy in clearing ice jams, supporting navigation on routes like the , which shortens voyages by up to 40% compared to alternatives. Safety protocols emphasize vibration control via software simulations like RIOBLAST, to reduce shockwave impacts on aquatic life, and precise charge design to limit and flyrock. These techniques ensure economic viability by enabling efficient post-detonation, though challenges persist from water's effect on energy propagation compared to terrestrial blasting.

Military Applications and Warfare

Underwater explosions form the basis of several core naval weapons systems, exploiting the medium's incompressibility to generate intense shock waves and pulsating gas bubbles that damage hulls, equipment, and personnel. These effects enable targeted destruction of submarines via hull implosion and surface ships through structural whipping or keel breakage, with applications spanning anti-submarine warfare (ASW), area denial, and direct anti-ship strikes. Depth charges, the earliest systematic use of controlled underwater detonations, were developed by the British Royal Navy in 1915–1916 as a counter to submerged , consisting of watertight canisters of explosives set to detonate at preset depths via hydrostatic fuses. The first reported combat deployment occurred on July 20, 1915, by armed trawlers against a German , though initial effectiveness was limited by inaccurate depth settings and delivery from slow escorts. By , patterns of multiple charges and forward-throwing projectors like increased lethality by expanding the lethal radius, where exceeding 100 psi could rupture pressure hulls at distances up to 20–30 feet for typical 300-pound TNT loads. Despite requiring close proximity—often risking the attacker's own vessel—these weapons contributed to ASW by forcing submarines to surface or dive deeper, amplifying detection opportunities. Torpedoes extend underwater explosion effects through self-propelled delivery, with warheads optimized for under-keel detonation to maximize bubble-induced lift and subsequent collapse, which imparts tensile stresses capable of fracturing a ship's backbone. World War II innovations, such as Germany's magnetic-acoustic influence pistols, enabled detonation 10–20 feet beneath targets, generating gas bubbles expanding to diameters of 50–100 feet for 500–1000-pound charges, lifting ships by thousands of tons before imploding and propagating secondary shocks. This mechanism, distinct from contact blasts, causes progressive flooding and capsizing; for instance, a single underbottom hit could render a destroyer inoperable by deforming keels and misaligning propulsion shafts. Modern heavyweight torpedoes, like the U.S. MK 48, retain these principles with enhanced explosives yielding peak pressures over 50,000 psi near the charge. Naval mines employ underwater explosions for passive, asymmetric warfare, anchoring high-explosive charges to detonate on contact, pressure changes, or magnetic signatures, thereby controlling chokepoints with low logistical cost. Moored or bottom mines, dating to 19th-century designs, inflict damage analogous to torpedoes when triggered under passing hulls, with historical efficacy demonstrated in World War I's North Sea barrages and World War II's Pacific theater, where U.S. aerial minelaying sank over 1,200 Japanese ships totaling 4 million tons. Influence mines amplify effects by timing bursts for optimal bubble migration toward vulnerabilities, creating denial zones where transit risks exceed operational benefits. Contemporary efforts focus on resilience testing and countermeasures, including UNDEX shock trials to validate ship designs against bubble pulsations and whipping motions that can disable electronics or weapons systems. Specialized isolators mitigate transmitted impulses to critical components, ensuring fleet survivability in high-threat environments.

Major Historical Events and Tests

The Baker shot of Operation Crossroads, conducted by the United States on July 25, 1946, at Bikini Atoll, represented the first significant underwater nuclear explosion test, with a yield of 23 kilotons detonated at a depth of 90 feet (27 meters). This test aimed to assess the effects of an underwater blast on naval vessels, resulting in severe damage to target ships from shock waves and radioactive contamination, including the sinking of several vessels and widespread base surge of contaminated water. The explosion generated a massive water column over 1.3 miles high and a spray dome that contaminated surviving ships, highlighting the unique hazards of underwater nuclear detonations compared to air bursts. Operation Wigwam, executed on May 14, 1955, approximately 500 miles southwest of San Diego, California, involved a deep-water detonation of a 30-kiloton Mark 90 nuclear device at 2,000 feet (610 meters) depth, the deepest such test conducted by the U.S. Sponsored by the Department of Defense, this single-shot test evaluated anti-submarine warfare capabilities against deep-diving threats, producing a shock wave that propagated through the ocean but generated minimal surface effects due to the depth. Data from hydrophones and instrumented platforms confirmed the blast's lethality to submerged targets within a several-mile radius, informing subsequent naval doctrine on nuclear depth charges. In , the shot on June 8, 1958, at detonated an approximately 8-kiloton device at a medium depth of 150 feet (46 meters), focusing on weapons effects for naval applications. This test produced a visible underwater bubble expansion and surface upheaval, with observations capturing the characteristic plume and shock propagation used to validate models of structural from underwater blasts. Complementing , the shot in the same series tested deeper effects, contributing to data on bubble pulsation and pressure waves in mid-depth environments. Operation Dominic's Swordfish test on May 11, 1962, in the Pacific Ocean near San Diego marked the final U.S. underwater nuclear explosion, launching a 10-kiloton W44 warhead via ASROC rocket to a depth of 650 feet (200 meters) from USS Agerholm. This operational evaluation of the anti-submarine rocket system demonstrated effective delivery and detonation, with the blast's shock wave assessed for submarine lethality, though surface visibility was limited. Post-test analysis confirmed the system's viability but underscored environmental and treaty concerns leading to the end of such tests. Non-nuclear tests, such as the U.S. Navy's Operation Sailor Hat in 1964 at San Clemente Island, involved two large-scale conventional underwater detonations using thousands of tons of explosives to simulate blast effects on ships and structures. These experiments provided empirical data on shock wave propagation and hull damage without radiological complications, influencing conventional ordnance design.

Nuclear Underwater Explosions

Physics Unique to Nuclear Detonations

Nuclear detonations underwater release energy through fission and fusion processes, converting a small of the weapon's directly into , x-rays, gamma rays, and neutrons at rates and scales orders of magnitude greater than chemical , which rely on rapid oxidation reactions confined to the explosive material's volume. This prompt energy deposition, occurring in microseconds within a supercritical , volumetrically heats surrounding to temperatures exceeding 10 million degrees , instantly vaporizing and ionizing a vast volume—far beyond the localized products of conventional charges—forming an initial plasma cavity that expands as a high-pressure gas bubble. The resulting bubble exhibits dynamics distinct from conventional underwater explosions due to the nuclear yield's magnitude (typically 1 kiloton to 1 megaton TNT equivalent), leading to faster initial cavity growth and prolonged pulsations driven by the interplay of inertial expansion, hydrostatic compression, and internal gas pressure. In nuclear cases, the bubble radius scales approximately with yield W1/3W^{1/3}, reaching hundreds of meters for multi-kiloton devices, and may repeatedly breach the surface in shallow depths, generating reinforced shock pulses and spray domes, whereas conventional bubbles collapse more rapidly with minimal surface interaction. In very deep water, where the scaled depth d/W1/310d / W^{1/3} \gg 10, the bubble remains fully submerged without reaching the surface, limiting energy transfer to propagating surface waves. For instance, a 50 Mt detonation at 11 km depth would not generate a mega-tsunami, as only 2-5% of the total energy couples to surface waves, producing localized waves of a few to tens of meters that decay as 1/r\propto 1/r, with amplitudes under 1-2 m at thousands of kilometers; this lacks the broad seafloor displacement characteristic of seismic tsunamis, such as the 2011 Tohoku event. Oscillations persist for seconds to minutes, with periods proportional to W1/3W^{1/3} and influenced by depth, producing secondary pressure peaks that amplify structural damage over greater ranges. ![EXPANSION_RATE_OF_BUBBLE_CAUSED_BY_UNDERWATER_NUCLEAR_EXPLOSION.png][float-right] Shock waves from nuclear detonations feature higher peak overpressures and sharper fronts owing to the near-instantaneous energy release, propagating at initial speeds up to several kilometers per second in , with less dissipation in the near field compared to the slower, more diffused shocks from chemical explosives. In deep , these waves radiate spherically, attenuating as 1/r1/r for amplitude, but nuclear yields enable effective ranges extending kilometers, reinforced by bubble collapse impulses absent or negligible in lower-energy conventional events. Unique to are the penetrating effects of prompt radiation: neutrons thermalize and activate molecules, producing short-lived isotopes like nitrogen-16 and , while gamma rays undergo , depositing energy deeper into the medium than the blast front alone. This induces volumetric heating and ionization not seen in chemical blasts, contributing to bubble stability via non-hydrodynamic pressures and generating an (EMP) that couples with conductive , potentially disrupting electronics over wide areas. , though rapidly absorbed, further vaporizes , enhancing bubble volume beyond what kinetics provide in conventional scenarios. Scaling similitude holds imperfectly for nuclear events at low yields due to these radiation-dominated mechanisms, complicating simulations with chemical analogs.

Key Test Series and Programs

The United States conducted several nuclear underwater explosion tests between 1946 and 1962 to evaluate blast effects on naval assets, develop anti-submarine warfare capabilities, and study hydrodynamic phenomena unique to submerged detonations. These tests, part of broader atmospheric nuclear programs, provided critical data on bubble dynamics, shock wave propagation, and radiological contamination in marine environments. Operation Crossroads' Baker shot, detonated on July 25, 1946, at Bikini Atoll, involved a 23-kiloton plutonium implosion device suspended 90 feet (27 meters) underwater amid a fleet of target ships. The test demonstrated severe contamination from radioactive water columns reaching 1.3 miles high, sinking or damaging eight vessels, and highlighted challenges in decontamination. Operation Wigwam, executed on May 14, 1955, approximately 500 miles southwest of San Diego, California, tested a 30-kiloton Mark 90 "Betty" warhead at a depth of 2,000 feet (610 meters) to assess deep-water shock effects on submarines. Towed by a barge and monitored by instrumented ships, the single detonation yielded data on far-field pressures but revealed limited structural damage potential at operational depths. Within Operation Hardtack I at Eniwetok Atoll, the Umbrella shot on June 8, 1958, exploded an 8-kiloton device at 150 feet (46 meters) depth to examine medium-depth weapons effects, producing a visible surface dome and spray column while contaminating nearby waters. Complementing it, the Wahoo shot on May 16, 1958, at 500 feet (152 meters) depth with a 9-kiloton yield focused on deeper hydrodynamic interactions, informing naval vulnerability assessments. Operation Dominic's test on May 11, 1962, off , , validated the nuclear-armed ASROC anti-submarine using a W44 estimated at 10 kilotons detonated at 650 feet (198 meters) near USS (DD-826). As the final U.S. underwater nuclear test, it confirmed the system's lethality against submerged targets but underscored radiological hazards to surface platforms. These programs ceased after the 1963 Partial Test Ban Treaty, shifting focus to underground testing, though data from them continue to underpin simulations of underwater nuclear effects.

Detection and Monitoring Techniques

Detection of nuclear underwater explosions primarily relies on the International Monitoring System (IMS), established under the (CTBTO), which employs hydroacoustic, seismic, infrasound, and radionuclide networks to verify compliance by identifying explosive events. Hydroacoustic stations, numbering eleven globally, detect low-frequency sound waves generated by the initial shock front and subsequent bubble oscillations, which propagate efficiently through the ocean's with minimal attenuation over thousands of kilometers. These signals exhibit characteristic signatures, such as a high-amplitude compressional wave followed by oscillatory pulses from gas bubble dynamics, distinguishing nuclear detonations from natural seismic or volcanic events. Hydrophones deployed at strategic mid-ocean locations, often in arrays like T-phase stations on coastal islands, capture triplicated phases (T1, T2, T3) resulting from seabed interactions, enabling precise location estimation within tens of kilometers even for yields as low as 1 kiloton. The IMS hydroacoustic network demonstrates detection thresholds below 1 kiloton for shallow underwater bursts, with robust performance against background noise from marine life or shipping, as validated by retrospective analysis of historical tests like Operation Wigwam in 1955. Seismic monitoring complements hydroacoustics by registering seabed-coupled from the explosion, with the IMS's 50 primary and 120 auxiliary seismic stations capable of detecting events equivalent to magnitude 3.75 or greater worldwide. Underwater detonations produce distinct seismic waveforms with higher high-frequency content compared to earthquakes, facilitating discrimination through spectral analysis and moment tensor inversion. Radionuclide detection provides confirmatory evidence of nuclear origin, with 80 IMS stations sampling atmospheric or oceanic plumes for radioxenon isotopes (e.g., Xe-133, Xe-135) vented from the explosion cavity, which can persist in seawater for weeks post-detonation. Underwater bursts may release detectable noble gases through bubble venting or hydrolysis, though efficiency decreases with depth due to containment; detection ranges extend globally via air sampling at certified laboratories. Infrasound arrays monitor air-coupled waves from surface disturbances, such as spray columns, but are secondary for fully submerged events. Historical test monitoring, as in the 1946 Operation Crossroads Baker shot (23-kiloton yield at 27 meters depth), employed ship-deployed pressure gauges and sonobuoys to record shock propagation and bubble migration in real-time, informing modern models of acoustic yield estimation. Advances in , including for phase identification, enhance IMS data , achieving over 99% accuracy in event classification for verified nuclear signatures.

Modeling and Simulation

Experimental Methods and Scaling

Experimental investigations of underwater explosions employ small-scale laboratory tests in controlled water tanks and larger field trials to characterize shock waves, bubble dynamics, and structural interactions. Laboratory setups detonate small charges, typically grams of TNT equivalent, using high-speed photography, piezoelectric pressure transducers, and hydrophones to record pressure profiles, impulse durations, and bubble radii. These methods ensure repeatability and mitigate safety risks, though tank boundaries and limited charge sizes constrain far-field observations. Field tests in open water or naval ranges incorporate depth, salinity, and currents for realistic validation, often scaling up from models. Scaling laws extrapolate model data to full-scale predictions via dimensional . Hopkinson-Cranz cube-root scaling governs propagation, where phenomena are similar at scaled distances Z=R/W1/3Z = R / W^{1/3}, with RR as standoff distance and WW as explosive weight in ; peak pressures match at identical ZZ, while impulses and durations scale linearly with the linear dimension factor λ\lambda. This derives from Mach for , assuming negligible , , and . Dimensionless parameters like the (u/cu/c) ensure wave similarity. Bubble pulsations, dominated by buoyancy, follow Froude scaling (fourth-root energy), conflicting with cube-root for shocks and unachievable simultaneously in water tests. Specialized facilities—vacuum tanks for reduced gravity or centrifuges for enhanced acceleration—address this, or phenomena are scaled independently: cube-root for initial shocks, adjusted Froude for migrations. Cole's parameters quantify bubble metrics, with maximum radius RmW1/3(1+P0/E)1/3R_m \propto W^{1/3} (1 + P_0/E)^{1/3}, where P0P_0 is hydrostatic pressure and EE energy release. Limitations arise in structural responses, where nonlinear plasticity and strain-rate effects invalidate direct scaling; small-scale strain rates amplify inversely with λ\lambda, exaggerating damage in sensitive materials like steel versus aluminum. Valid for elastic far-field shocks, scaling falters near failure thresholds or bubble loading. Multiple model scales, combined with theory, enable extrapolation, while generalized laws extend to dissimilar geometries. Small-scale tests thus validate numerical models rather than standalone predictions.

Computational Fluid Dynamics and Numerical Models

CFD simulations of underwater explosions address the coupled phenomena of shock wave propagation, gas bubble expansion and collapse, and fluid-structure interactions by solving the compressible Navier-Stokes equations for multiphase, reactive flows. These models incorporate detonation physics via high-explosive burn models, such as the Forest Fire model or programmed burn, to initiate the energy release from explosives like TNT or Composition B. Equations of state (EOS) are critical: the Jones-Wilkins-Lee (JWL) EOS for explosion products, stiffened gas EOS for water (with parameters γ=4.4 and P_c=6.0×10^8 Pa), and ideal gas for air. Eulerian frameworks dominate for fluid phases, using finite volume methods on structured or unstructured grids to handle shock capturing via Riemann solvers like HLLC. The five-equation model for two- (or three-) phase mixtures governs immiscible fluids through advection, mixture continuity, , and equations, ensuring equilibrium across phases. Interface tracking employs techniques like volume-of-fluid (VOF) with sharpening (e.g., THINC) or level-set methods to resolve bubble boundaries without excessive . Temporal integration uses explicit multi-stage Runge-Kutta schemes with CFL numbers around 0.6 for stability. Lagrangian or meshless methods complement Eulerian approaches for challenges like free-surface effects and structural deformation. Smoothed particle hydrodynamics (SPH) excels in multi-material problems involving discrete rigid bodies or deformable plates, avoiding mesh tangling by representing fluids as particles with kernel-based interpolation. Arbitrary Lagrangian-Eulerian (ALE) formulations couple fluids to Lagrangian structures in fluid-structure interaction (FSI) simulations, enabling prediction of whipping responses in submerged hulls. Hybrid frameworks integrate these for near-field early-time dynamics, where shock pressures exceed 10^8 Pa. Validation relies on benchmarks like shock tube tests (e.g., air-water interfaces with pressure ratios of 10^4) and scaled experiments, where simulations match measured peak pressures (e.g., 1.25×10^8 Pa free-field for 1 kg TNT at 2.5 m depth) and reflected waves (up to 2.56×10^8 Pa near rigid surfaces). Bubble dynamics, including pulsation periods and jetting, are captured by modeling gas expansion against hydrostatic pressure, though cavitation requires pressure cutoffs or dedicated models to simulate void formation during rarefaction. Limitations include high computational demands for 3D full-scale events and sensitivity to grid resolution near detonations. Stabilized formulations, such as those adding artificial viscosity or limiters (e.g., Kuzmin’s VB), mitigate oscillations and improve accuracy for long-time bubble migrations.

Recent Advances in Machine Learning Predictions

Machine learning techniques have emerged as powerful tools for predicting the complex fluid-structure interactions in underwater explosions, offering computational efficiency over traditional computational fluid dynamics (CFD) simulations. A comprehensive review published in July 2025 synthesizes advancements in artificial intelligence and machine learning applications, emphasizing surrogate models trained on high-fidelity simulation data to forecast shock wave propagation, bubble dynamics, and structural deformations under blast loading. These methods address the high dimensionality and nonlinearity inherent in underwater blast phenomena, where empirical scaling laws often fall short for near-field predictions. Deep neural networks (DNNs) have demonstrated particular efficacy in accelerating predictions. In a July 2025 study, DNNs trained on CFD datasets from high-explosive underwater detonations achieved predictions of fields, distributions, and bubble evolution 4,025 times faster than conventional solvers, with errors below 5% in key metrics such as peak and impulse. The models leverage convolutional and recurrent architectures to capture spatiotemporal dependencies, enabling real-time analysis for scenarios involving variable charge sizes and depths. This speedup facilitates in naval , where traditional simulations require hours or days per case. For structural response forecasting, and recurrent neural networks have been adapted to estimate in hulls and cylindrical shells. A 2024 framework using multilayer perceptrons predicts near-field deformation in ship hulls from blast parameters like standoff and charge , outperforming analytical approximations by incorporating fluid-structure effects derived from finite element . Similarly, neural networks trained on experimental and simulated non-contact forecast indices for reinforced shells, achieving over 90% accuracy in classifying breach severity. approaches further enhance generalization; a 2025 deep neural network, fine-tuned from pre-trained models on datasets, predicts explosive charge from acoustic signatures with reduced requirements compared to from-scratch . Hybrid machine learning-numerical methods integrate physics-informed constraints to mitigate overfitting in sparse-data regimes. Machine learning neural networks (MLNNs) calibrated via blast simulations on metallic plates reconstruct detonation points and quantify plate responses, validating against empirical tests with mean absolute errors under 10% for deflection and strain. Despite these gains, challenges persist in extrapolating to unseen geometries and multiphase flows, as noted in recent reviews, prompting ongoing research into ensemble models and uncertainty quantification.

Impacts and Controversies

Structural and Material Damage Mechanisms

Underwater explosions damage structures through the rapid propagation of a shock wave followed by gas bubble pulsations. The initial shock wave, generated by the detonation, travels through water at speeds around 1500 m/s, exerting peak overpressures that can exceed 500 MPa near the explosion source, leading to localized high strain-rate loading on materials. This induces plastic deformation, buckling, and fractures in metallic hulls, with failure modes including shear rupture at stiffener connections and inward deflection of plates, as observed in cylindrical shell tests where maximum equivalent stresses reached 549 MPa at 0.5 m standoff distance. High strain rates promote brittle-like behavior in ductile steels, exacerbating crack initiation at welds and edges due to stress concentrations. Gas bubble dynamics contribute to both local and global structural damage after the shock wave dissipates. The bubble, filled with high-pressure detonation products, expands rapidly, creating low-frequency pressure pulses that cause hull whipping—alternating hogging and sagging bending moments along the structure's length. In experiments on simplified hull girders, these pulses induced progressive deformation transfer from thin plates to girders, with sagging damage dominating without counterweights. Bubble collapse generates high-speed jets that can pierce hull plating, increasing outer deflection by up to 184% when combined with shock and afterflow effects, and enabling flooding through breached areas. Material-specific responses under these loads reveal vulnerabilities in composite and layered structures. Double-layer cylindrical shells experience rupture of outer non-pressure-resistant layers and plastic straining up to 0.166 in inner layers from shock waves, with bubble surges causing deflections up to 0.267 m and velocities of 63.48 m/s in contact scenarios. Damage severity decreases with standoff distance, with deflections reducing by 73.4% beyond 1 m, highlighting the dominance of near-field effects. In naval applications, these mechanisms culminate in loss of watertight integrity, compartment flooding, and potential capsizing, as evidenced by historical tests where combined loads overwhelmed ship stability.

Biological Effects on Marine Life

Underwater explosions generate intense shock waves that propagate through water, causing barotrauma in marine organisms with gas-filled structures, such as swim bladders in fish or air sinuses in marine mammals. These pressure pulses can lead to rapid compression and expansion, resulting in tissue rupture, hemorrhage, and organ displacement, with mortality rates depending on proximity, charge size, and depth. Empirical studies from controlled detonations indicate that peak overpressures exceeding 1 MPa often cause lethal injuries within a radius scaling with explosive yield. Fish, particularly those possessing swim bladders, exhibit high vulnerability to blast trauma, where rupture of this gas-filled organ is the dominant lethal mechanism due to its inability to equalize rapid pressure changes. Experiments on species like Pacific mackerel exposed to underwater blasts recorded swim bladder bruising in up to 44% of individuals at peak pressures below 0.5 MPa, escalating to full rupture and 100% mortality at pressures around 9.8 MPa. Larval and juvenile fish face amplified risks from non-rupture injuries, including hemorrhaging and disorientation, which impair feeding and predator avoidance, though species without swim bladders, such as sharks and rays, show reduced susceptibility primarily to direct mechanical impact. Marine mammals, including cetaceans and pinnipeds, primarily suffer acoustic and blast-induced hearing impairments from underwater explosions, with temporary threshold shifts (TTS) occurring at sound exposure levels above 182 dB re 1 μPa² s and permanent threshold shifts (PTS) at higher intensities, potentially leading to strandings or reduced foraging efficiency. Blast overpressure can also cause to middle and structures, fracturing or damaging sensory hair cells, as observed in bottlenose dolphins exposed to simulated blasts where cochlear microlesions correlated with impulse amplitudes over 100 kPa. While immediate mortality is less common than in due to deeper diving behaviors mitigating surface effects, sublethal injuries may accumulate, altering vocalization patterns and social cohesion over extended exposure periods. Invertebrates and benthic organisms generally experience lower direct biological impacts, as they lack compressible gas cavities, though dislodgement, sediment smothering, and secondary cavitation effects can disrupt communities; studies report negligible mortality in crustaceans at distances beyond 10 meters from 1 kg TNT-equivalent charges. Long-term ecological consequences remain understudied but include potential population declines in sensitive species from repeated detonations, as evidenced by fishery-independent surveys post-naval exercises showing localized reductions in demersal fish abundance. Mitigation through exclusion zones and charge size limits has been implemented in military protocols to minimize these effects, based on dose-response models derived from empirical data.

Environmental Consequences and Mitigation

Underwater nuclear explosions release radionuclides into the marine environment through vaporized water, seabed ejecta, and residual fallout, leading to localized contamination of sediments and the water column. For instance, tests at Bikini and Enewetak Atolls in the Marshall Islands from 1946 to 1958 resulted in persistent cesium-137 and plutonium-239 concentrations in lagoon sediments exceeding global fallout levels by factors of 10 to 100, with half-lives extending decades to millennia. These isotopes bind to particles and accumulate in benthic organisms, facilitating bioaccumulation up the food chain and posing risks to fisheries in affected regions. Shock waves from the initial propagate through water, causing in marine vertebrates with gas-filled organs, such as fish swim bladders and marine mammal lungs, often resulting in immediate mortality within radii of hundreds of meters depending on yield and depth. French nuclear tests at and Atolls between 1966 and 1996 similarly introduced and into surrounding marine ecosystems, with detected levels in corals and sediments indicating long-term geochemical fixation rather than widespread oceanic dilution. Physical disruption of seafloor habitats, including crater formation up to 2 kilometers wide as seen at , destroys benthic communities but allows partial reef recovery over decades through coral recolonization, though remains altered. Mitigation for underwater explosions, primarily developed for conventional ordnance disposal and seismic activities, includes deployment of bubble curtains—arrays of perforated pipes releasing to create a compressible barrier that attenuates pressure by up to 50-70% near the source. Pre-detonation protocols mandate protected observers to enforce exclusion zones, clearing marine mammals via acoustic monitoring and deterrence signals, with operations timed to avoid breeding or migration seasons. For nuclear contexts historically, site selection in remote atolls aimed to limit human exposure, but post-test remediation has proven challenging; efforts like the Runit Dome waste containment on Enewetak have faced leakage issues due to rising sea levels, underscoring limitations in containing long-lived radionuclides. The 1963 Partial Test Ban Treaty effectively halted atmospheric and underwater nuclear testing by major powers, reducing further environmental inputs through diplomatic enforcement rather than technical fixes.

Debates on Military Utility vs. Ecological Risks

Underwater explosions provide significant military advantages in naval warfare, primarily due to the efficient transmission of shock waves through water's high density and incompressibility, which amplifies pressure and damage to submerged or surface vessels compared to air bursts. These detonations, employed in depth charges, torpedoes, and mines, exploit phenomena like the gas bubble pulse and structural whipping to rupture hulls and disable propulsion systems, as demonstrated in historical conflicts where sea mines accounted for approximately 40% of vessel losses. Proponents, including naval analysts, emphasize their cost-effectiveness and asymmetry in countering submarines and clearing harbors, arguing that alternatives like precision-guided munitions often lack comparable underwater lethality without risking operator exposure. However, these operations pose acute ecological risks, including direct mortality from blast overpressure exceeding 1 psi, which causes hemorrhaging and organ rupture in and marine mammals within radii scaling with explosive yield—potentially killing thousands in a single event—and sub-lethal injuries like hearing damage or . Chemical residues from incomplete (low-order) detonations release toxic compounds like TNT and into , with studies showing concentrations exceeding safe levels for benthic organisms and bioaccumulating in food chains, while high-order detonations minimize residues but intensify shock propagation. Legacy , such as World War II-era munitions, exacerbates chronic pollution, leaching explosives that contaminate sediments and harm over decades. Debates center on whether military imperatives justify these impacts, with defense officials asserting that restrictions on training ranges compromise readiness against threats like submarine incursions, as evidenced by U.S. Navy arguments in litigation defending explosive ordnance disposal against claims of harm to salmon and orcas. Environmental assessments highlight trade-offs, such as preferring high-order detonations for reduced chemical fallout despite broader blast radii, yet critics from conservation groups contend that cumulative effects from routine exercises contribute to population declines without adequate mitigation, urging alternatives like non-explosive countermeasures. Empirical data from disposal operations, including 2023 analyses of WWII relic detonations, underscore that low-order blasts—sometimes unavoidable in corroded munitions—amplify toxicity, fueling calls for in-situ deflagration or robotic neutralization to prioritize ecological preservation, though such methods may delay military hazard clearance. These tensions reflect broader causal realities: while underwater blasts enable decisive tactical gains, their unmitigated use risks irreversible marine habitat degradation, with peer-reviewed models indicating recovery times spanning years for affected ecosystems.

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